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| # | Company | Amount |
|---|---|---|
| 1 | ₹6.1 Cr 260 RITAMBARA BUILDING TRIBHUWAN COMPLEX ISHWAR NAGAR WEST NEW DELHI 110065 | ₹6.1 Cr |
Tender Value
₹6.7 Cr
EMD Value
₹6.7 L
Closing Date
10 Oct 2023, 11:00 amClosed
Construction for Development of basic infrastructure for new Industrial Estates at Meera Sahib, Jammu UT of JK on PMC mode, for JK SIDCO-SICOP
SBG-N-NIE-MeeraSahib-2023Dated26-09-2023
SBG-N-NIE-MeeraSahib-2023Dated26-09-2023
Open Tender-Domestic
Civil Works General
Jammu, Jammu And Kashmir
₹11,800
₹6.7 L
5 Aug 2026
26 Sept 2023
10 Oct 2023
10 Oct 2023
4 Nov 2023
BILL OF QUANTITY
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
A) WATER SUPPLY
Providing and fixing G.I. pipes complete with G.I.
1 19.6 fittings excluding trenching and refilling etc.
(external work) B type
19.6.3 25 mm dia. nominal bore Metre 20 339.25 6785.00
19.6.4 32 mm dia. nominal bore Metre 20 411.30 8226.00
19.6.5 40 mm dia. nominal bore Metre 10 489.25 4892.50
19.6.6 50 mm dia. nominal bore Metre 20 805.70 16114.00
19.6.7 65 mm dia. nominal bore Metre 40 1018.05 40722.00
19.6.8 80 mm dia. nominal bore Metre 142 1151.20 163470.40
19.6.9 100 mm dia. nominal bore Metre 31 1434.00 44454.00
19.6.10 150 mm dia. nominal bore Metre 17 2256.90 38367.30
Making connection of G.I. distribution branch with
G.I. main of following sizes by providing and fixing
Tee, including cutting and threading the pipe etc.
19.7.1 25 to 40 mm nominal bore each 25 730.25 18256.25
19.7.2 50 to 80 mm nominal bore each 50 1387.25 69362.50
Providing and fixing gun metal gate valve with C.I.
wheel of approved quality (screwed end)
19.11.4 50 mm nominal bore each 2 986.15 1972.30
19.11.5 65 mm nominal bore each 1 1646.05 1646.05
19.11.6 80 mm nominal bore each 6 2605.15 15630.90
Providing and fixing gun metal non-return valve of
approved quality (screwed end) - Horizontal
19.13.6 80 mm nominal bore each 4 3479.55 13918.20
Providing and fixing brass ferrule with C.I. mouth
5 19.14 cover including boring and tapping the main
Providing and fixing C.I. sluice valves (with cap)
complete with bolts, nuts, rubber insertions etc.
(the tail pieces if required will be paid separately).
Constructing masonry Chamber 30x30x50 cm
inside, in brick work in cement mortar 1:4
(1cement :4 coarse sand) for stop cock, with C.I.
surface box 100x100x75 mm (inside) with hinged
cover fixed in cement concrete slab 1:1.5:3 mix (1
cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size ) including
7 19.26 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
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
With common burnt clay (non modular) bricks of
class designation 7.5
Constructing masonry Chamber of specified size,
in brick work with common burnt clay (non
modular) bricks of class designation 7.5 in cement
mortar 1:4 (1cement :4 coarse sand) and R.C.C.
top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size )
8 19.27 including 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.
For sluice valve, with C.I. surface box 100 mm top
19.27.1 diameter, 160 mm bottom diameter and 180 mm
deep (inside) with chained lid.
Painting G.I. Pipes and fittings with two coats of
9 19.30 anti-corrosive bitumastic paint of approved quality.
19.30.3 25 mm dia. nominal bore Metre 20.00 15.65 313.00
19.30.4 32 mm dia. nominal bore Metre 20.00 18.75 375.00
19.30.5 40 mm dia. nominal bore Metre 10.00 21.30 213.00
19.30.6 50 mm dia. nominal bore Metre 20.00 25.55 511.00
19.30.7 65 mm dia. nominal bore Metre 40.00 31.60 1264.00
19.30.8 80 mm dia. nominal bore Metre 142.00 36.65 5204.30
Providing and filling sand of coarser grade around
the G.I. pipes in external work.
19.31.3 25 mm dia. nominal bore Metre 20.00 90.70 1814.00
19.31.4 32 mm dia. nominal bore Metre 20.00 93.10 1862.00
19.31.5 40 mm dia. nominal bore Metre 10.00 94.25 942.50
19.31.6 50 mm dia. nominal bore Metre 20.00 97.80 1956.00
19.31.7 65 mm dia. nominal bore Metre 40.00 154.35 6174.00
19.31.8 80 mm dia. nominal bore Metre 142.00 159.05 22585.10
19.31.9 100 mm dia. nominal bore Metre 31.00 168.50 5223.50
19.31.10 150 mm dia. nominal bore Metre 17.00 250.95 4266.15
Providing and fixing enclosed type water meter
(bulk type) conforming to IS : 2373 and tested by
11 19.51 Municipal Board complete with bolts, nuts, rubber
insertions etc. (The tail pieces if required will be
paid separately)
19.51.1 80 mm dia. nominal bore each 1.00 3632.70 3632.70
19.51.2 100 mm dia. nominal bore each 2.00 5367.30 10734.60
19.51.3 150 mm dia. nominal bore each 2.00 7829.00 15658.00
Earth work in surface excavation not exceeding
30 cm in depth but exceeding 1.5 m in width as
well as10 sqm on plan including disposal of
12 2.1 excavated earth, lead upto 50 meter and lift upto sqm 300.00 91.75 27525.00
1.5m, as directed by Engineer-in-Charge.
All kinds of soil :
Total Cost of Water Supply 613799.60
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Earth work in bulk excavation by mechanical
means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well
as 10 m2 on plan) including disposal of excavated
earth lead upto 50 meters and lift upto 1.5 m, as
directed by Engineer-in-Charge.
2.7.1 All kinds of soil cum 72.75 187.30 13626.08
2.7.2 Ordinary Rock cum 48.50 392.80 19050.80
Providing and laying non-pressure NP2 class
(light duty) R.C.C. pipes with collars jointed with
14 20.5 stiff mixture of cement mortar in the proportion of
1:2 (1 cement: 2 fine sand) including testing of
joints etc. complete
Providing and laying cement concrete 1:5:10 (1
cement: 5 coarse sand: 10 graded stone
aggregate 40 mm nominal size) including bed
concrete as per standard design.
20.2.2 Up to Haunches of SW Pipe
20.2.2.2 150 mm diameter S.W. pipe Metre 12.50 550.20 6877.50
20.2.2.3 200 mm diameter S.W. pipe Metre 102.50 646.75 66291.88
20.2.2.5 250 mm diameter S.W. pipe Metre 6.25 752.95 4705.94
Constructing brick masonry manhole in cement
mortar 1:4 ( 1 cement : 4 coarse sand ) with
R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5
coarse sand (zone- III) : 3 graded stone
aggregate 20 mm nominal size), foundation
concrete 1:4:8 mix (1 cement : 4 coarse sand
(zone- III) : 8 graded stone aggregate 40 mm
16 nominal size),inside plastering 12 mm thick with
cement mortar 1:3 (1 cement : 3coarse sand)
finished with floating coat of neat cement and
making channels in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4graded stone
aggregate 20 mm nominal size) finished with a
floating coat of neat cement complete as per
standard design :
Inside size 90x80 cm and 45 cm deep including
C.I. cover with frame (light duty) 455x610 mm
internal dimensions, total weight of cover and
frame to be not less than 38 kg (weight of cover
23 kg and weight of frame 15 kg) :
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
17 Extra for depth for manholes
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Constructing brick masonry circular type manhole
0.91 m internal dia at bottom Constructing brick
masonry circular type manhole 0.91 m internal dia
at bottom and 0.56m dia at top in cement mortar
1:4 (1 cement : 4 coarse sand), inside cement
plaster 12 mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished with a floating
18 coat of neat cement, foundation concrete 1:3:6
mix (1 cement : 3 coarse sand : 6 graded stone
aggregate 40 mm nominal size), and making
necessary channel in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a
floating coat of neat cement, all complete as per
standard design :
0.91 m deep with S.F.R.C. cover and frame
(heavy duty, HD-20 grade designation) 560 mm
internal diameter conforming to I.S. 12592, total
weight of cover and frame to be not less than 182
kg., fixed in cement concrete 1:2:4 (1cement : 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) :
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
19 Extra depth for circular type manholes
Manhole 0.91m internal dia (at bottom) beyond
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Providing orange colour safety foot rest of
minimum 6 mm thick plastic encapsulated as per
IS : 10910, on 12 mm dia steel bar conforming to
IS: 1786, having minimum cross section as 23
mmx25 mm and over all minimum length 263 mm
and width as 165 mm with minimum 112 mm
space between protruded legs having 2 mm tread
on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on
tail length on 138 mm as per standard drawing
20 20.12 and suitable to with stand the bend test and Each 50.00 483.60 24180.00
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
Total Cost of Sewerage 264601.61
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Boring/ Drilling bore well of required dia for casing
strainer pipe by sutable method prescribed in IS
2800(Part I), Inculding collecting samples from
different strata, preparing and submitting strata
chart/bore log, Including hire & running charges of
23 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.
28.1.2 Rocky strata including Boulders
Boring/drilling bore well of required dia for casing /
strainer pipe, by suitable method prescribed in
IS:2800 (part I), including collecting samples from
different strata, preparing and submitting strata
chart/ bore log, including hire & running charges
21 28.2 of all equipments, tools, plants & machineries
required for the job, all complete as per direction
of Engineer - in-charge, beyound 90 metre & upto
150 metre depth below ground level.
28.2.2 Rocky strata including Boulders
Providing and fixing G.I. pipes complete with G.I.
22 fittings excluding trenching and refilling etc.
(external work) : Medium
19.6.7 65 mm dia nominal bore Metre 600.00 1018.05 610830.00
Supplying, assembling, lowering and fixing in
vertical position in bore well, unplasticized PVC
medium well casing (CM) pipe of required dia,
23 28.3 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.
28.3.2 150 mm nominal size dia Metre 400.00 712.85 285140.00
Supplying, assembling, lowering and fixing in
vertical position in bore well unplasticized PVC
medium well screen (RMS) pipes with ribs
24 28.4 conforming to IS: 12818, including hire and
labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of
Engineer-in-charge.
28.4.2 150 mm nominal size dia Metre 200.00 743.60 148720.00
Gravel packing in tubewell construction in
accordance with IS: 4097, including providing
gravel fine/ medium/ coarse, in required grading &
sizes as per actual requirement, all complete as
per direction of Engineer- in -charge.
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Development of tube well in accordance with
IS:2800 (part I) and IS: 11189, to establish
maximum rate of usable water yield without sand
content (beyond permissible limit), with required
capacity air compressor, running the compressor
for required time till well is fully developed,
measuring yield of well by ''V'' notch method or
26 28.12 any other approved method, measuring static Hour 8.00 872.75 6982.00
level & draw down etc. by step draw down
method, collecting water samples & getting tested
in approved laboratory, i/c disinfection of tubewell,
all complete, including hire & labour charges of air
compressor, tools & accessories etc., all as per
requirement and direction of Engineer-in-Charge.
Providing and fixing suitable size threaded mild
steel cap or spot welded plate to the top of bore
well housing/ casing pipe, removable as per
requirement, all complete for borewell of:
Providing and fixing MS clamps of required dia on
the top of the casing / housing pipe of tube well as
28 28.14 per IS : 2800 (Part-1) , including necessary bolts
and nuts of required size complete.
Providing and fixing bail plug / bottom plug of
29 28.15 required dia at the bottom of the pipe assambley
as per IS: 2800 (Part-1).
Supply, installation testing & commissioning of
submersible pumping set suitable to operate on
410 volts 3 phase 50 HZ A.C. power supply
including water proof joint free cable, motor
control panel, 50 mm dia, G.I. pipe (medium
class) column with fittings, clamps etc. complete
in all respect as per details given below : (For
Discharge 250 LPM.
HP/Load 7 (Approx) each 1.00 145348.86 145348.86
Total Cost of Tube Well 2068097.26
E) PUMPS & EQUIPMENTS
Supplying, installing, testing and commissioning
single stage, submersible centrifugal pumps of
closed coupled construction with CI body & cast
iron (C.I) impeller connected to a fully submersible
water/oil cooled motor suitable to operate with
380-415 volts 3 phase 50 cycles AC power supply
31 MRP-2 with class F insulation and built -in temperature
protection, pump connector unit with rubber
diaphram & bend, vertical discharge pipe, guide
pipe, stainless steel chain/rope, water -proof
power cable and level controller complete in all
respects for fixed installation.
For Sump Pump (1 Working + 1 Standby) For
Discharge 270 LPM.
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Providing and fixing horizontical/vertical monobloc
centrifugal pumping set with mechanical seal cast
iron (C.I) volute and bronze impeller connected to
a IE3 induction motor suitable for 400/440 volts, 3
phase, 50 cycles A.C. supply with 150 mm dia
32 MRP-3 pressure gauge with gunmetal isolation cock,
vibration eliminating for each pump including
necessary structual supports, clamps, bolts, nuts
washers and 1:2:4 plain cement concreate (PCC)
Filter Feed pump ( 1 Set = 1 working + 1
Location - Plumbing Plant Room
Capacity 220 lpm
Domestic Water Supply Pump ( 1 Set = 1
working + 1 standby)
Location - Plumbing Plant Room
Capacity 220 lpm
Flushing Water Supply Pump ( 1 Set = 1
working + 1 standby)
Location - STP Plant Room
Capacity 180 lpm
MULTIGRADE PRESSURE SAND FILTER: (For
Domestic Water)
Location - Plumbing Plant Room
Supply, installation, testing & commissioning of
vertical self supporting multi grade pressure filter
(MGF) (Dual media filter) fabricated from MS
sheet as per IS Code, pressure gauges at inlet &
outlet, sample cock, air vent valve with piping, GI
face piping distribution pipe with diffuser on top,
CI butterfly valves and all accessories, with initial
charge of filter media for filter, painting inside with
food grade epoxy paint and outside with two coat
of red oxide primer and two or more coat of
synthetic enamel paint complete with bypass
arrangement including piping and valves (3 Nos.)
of required size.
Capacity/Flow rate : 37.325 M3/hr
Filtration rate/velocity : 18-20
Max. operating pressure : 3.5 kg/Sq.cm
Test pressure : 5.5 kg/Sq.cm
Suggested diameter : 1600 mm Each 1.00 530523.28 530523.28
ACTIVATED CARBON FILTER: (For Domestic
Location - Plumbing Plant Room
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Supply, installation, testing & commissioning
vertical self supporting Activated Carbon Filter
(ACF) fabricated from M.S. Sheet as per IS Code,
pressure gauge at inlet & outlet, sample cock, GI
face piping, C.I. Butterfly valve and all
accessories, air vent valve with piping, with initial
charge of filter media for activated carbon filter,
painting inside with epoxy paint and outside with
two coat of synthetic enamel paint complete with
bypass arrangement including piping, CI Valves (3
Nos.) of required size.
Capacity/Flow rate : 37.325 M3/hr
Filtration rate/velocity : 18-20
Max. operating pressure : 3.5 kg/Sq.cm
Test pressure : 5.5 kg/Sq.cm
Suggested diameter : 1600 mm Each 1.00 574127.82 574127.82
Supplying, installing, testing and commissioning
electronic chlorine solution dosing system
comprising of F.R.P/ chemical grade HDPE
solution tank of 200 litres capacity electronic
dosing pump of capacity 0-4 LPH against 4.5
Kg/Sq.cm dosing valves, flexible teflon tube pipes
etc. complete for dosing of chlorine solution into
Providing and fixing mild steel (MS) puddle
flanges of required size with 5mm thick mild steel
36 MRP-7 (MS) plate including necessary welding as per
details shown on drawings and directions of
Engineer-in-charge for water tanks.
(i) 25mm dia (4mm wall thickness) Each 12.00 945.18 11342.16
(ii) 32mm dia (4mm wall thickness) Each 2.00 1191.80 2383.60
(iii) 40mm dia (4mm wall thickness) Each 2.00 1424.26 2848.52
(iv) 50mm dia (4mm wall thickness) Each 6.00 1672.06 10032.36
(v) 65mm dia (4mm wall thickness) Each 2.00 1976.50 3953.00
(vi) 80mm dia (4mm wall thickness) Each 8.00 2252.62 18020.96
(vii) 100mm dia (4mm wall thickness) Each 10.00 2631.40 26314.00
(viii) 150mm dia (4mm wall thickness) Each 5.00 3139.98 15699.90
(ix) 200mm dia (4mm wall thickness) Each 2.00 3459.76 6919.52
Supply, installation, testing & commissioning of
37 MRP-8 Hot dipped galvanised 'Y' Strainer of following
sizes as per specification:
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Supplying, assembly, erection, testing and
commissioning of magnetic level sensors and
controllers, Chlorinated Polyvinyl Chloride
(CPVC) probe tube, PP actuating float and all
other equipment required for the performance of
the system to the satisfaction of the engineer in
charge complete including providing and fixing
38 MR-9 wiring from control junction box near the Under job 2.00 26162.96 52325.92
Ground tank to probes of required length,
interconnection wiring between level controller
and the concerned contactor in the starter panel
as required. Level of all tanks (Under Ground and
overhead tank) will be included in this item. The
level controller will perform the following functions
To switch on the pumps when the level of water in
the supply water tank is low and to cut off the
pump when the level in the recieving water tank is
high and switch off the pumps when the level of
water in the supply water tank is low .
To indicate 5 levels of water in all tanks through a
control panle with LEDs
To start the pumps in a cyclic order.
The system shall be complete to ensure
automatic quotation of pump in accordance to
water level in respective tanks.
Supply, fixing, testing and commissioning of Site
Tube (of 3.0 - 5 M) with isolation valve at top and
39 MR-10 bottom demarcation on tube for making the Each 2.00 3633.22 7266.44
installation of level indication on the RCC water
Providing, fixing, testing & commissioning of 100
mm dia Burden type, Stainless Steel dial type
40 MR-11 pressure gauge including brass isolation valve Each 6.00 2754.12 16524.72
and pipe having caliberation of 0-16 Kg/cm2.
Total Cost of Pumps & Equipments 2859624.98
TOTAL PLUMBING FOR SITE -A 5806123.45
MISCELLANEOUS CIVIL WORK
Earth work in bulk excavation by mechanical means
(hydraulic excavator) over areas (exceeding 30 cm in
depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift
upto 1.5 m, as directed by Engineer-in-Charge.
2.7.1 All kinds of soil
For road leveling cum 25.00 187.30 4682.50
Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
2.11 etc. in layers not exceeding 20 cm in depth, cum 1290 218.40 281736.00
consolidating each deposited layer by ramming and
watering, lead upto 50 m and lift upto 1.5 m.
Excavating, supplying and filling of local earth
(including royalty)by mechanical transport upto a lead
2.11a of 5 km also including ramming and watering of the cum 1290 276.60 356814.00
earth in layers not exceeding 20 cm in trenches, plinth,
sides of foundation etc. complete.
2 16.4 Supplying and stacking at site
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Consolidation of subgrade with power road roller of 8 to 12
tonne capacity including making good the undulations etc.
with earth or quarry spoils etc. and rerolling the subgrade.
Spreading of sludge, dump manure or/and good earth in
required thickness as per directions of officer in-charge
(cost of sludge, dump manure or/and good earth to be paid
Surface dressing of the ground including removing
vegetation and in-equalities not exceeding 15 cm deep
and disposal of rubbish, lead upto 50 m and lift upto 1.5 m
in -All kinds of soil.
Clearing jungle including uprooting of rank vegetation,
grass, brush wood, trees and saplings of girth upto 30 cm
4 2.25 measured at a height of 1 m above ground level and 100 Sqm 175.00 1249.10 218592.50
removal of rubbish upto a distance of 50 m outside the
periphery of the area cleared.
Felling trees of the girth (measured at a height of 1 m
above ground level) including cutting of trunk and
5 2.27 branches, removing the roots and stacking of serviceable
material and disposal of unserviceable material.
2.27.1 Beyond 30 cm girth upto and including 60 cm girth. each 45.00 379.05 17057.25
2.27.2 Beyond 60 cm girth upto and including 120 cm girth. each 30.00 1683.00 50490.00
2.27.3 Beyond 120 cm girth upto and including 240 cm girth. each 6.00 7795.70 46774.20
Total Amount of miscellaneous CIVIL WORK 1123419.35
Total Amount of miscellaneous CIVIL WORK 1123419.35
TOTAL CIVIL FOR SITE - A 1123419.35
CIVIL WORK ( ESS) for SITE-D
Earth work in bulk excavation by mechanical means
(hydraulic excavator) over areas (exceeding 30 cm
1 2.7 in depth, 1.5 m in width as well as 10 m on
plan) including disposal of excavated earth lead upto
50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.
2.7.1 a) All kinds of soil cum 178.46 187.30 33425.56
2.7.2 b)Ordinary Rock cum 20.00 392.80 7856.00
Extra for every additional lift of 1.5 m or part thereof in
excavation/banking excavated or stacked material :
2.10.2 Ordinary Rock cum 10.00 161.00 1610.00
Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
3 2.11 etc. in layers not exceeding 20 cm in depth, cum 232.64 218.40 50808.58
consolidating each deposited layer by ramming and
watering, lead upto 50 m and lift upto 1.5 m.
Supplying and filling in plinth with local sand under floors,
4 2.23 including watering, ramming, consolidating and dressing cum 240.00 1204.50 289080.00
Supplying chemical emulsion in sealed containers
including delivery as specified. Chlorophriphos/Lindane
emulsifiable concentrate of 20%
Diluting and injecting chemical emulsion for POST-
CONSTRUCTIONAL antitermite treatment.
Along external wall where the apron is not provided using
chemical emulsion (Chlorophriphos/ Lindane E.C. 20%
with 1% concentration) @ 7.5 litres/sqm of the vertical
surface of the sub-structure to a depth of 300 mm
including excavation of channel along the wall & rodding
Treatment of soil under existing floors using chemical
emulsion (Chlorophriphos/Lindane E.C. 20% with 1%
concentration) @ one litre per hole, 300mm apart including
drilling 12 mm diameter holes and plugging with cement
mortar 1:2 (1 cement :2 coarse sand) to match the existing
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Total Cost of Earth work 421414.26
4.0 CONCRETE WORK
Providing and laying in position cement concrete of
specified grade including curing but excluding the cost
of centring and shuttering. All work upto plinth level
1:4:8 (1 cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size)
Providing and laying damp-proof Course 40 mm thick with
cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded
stone aggregate 20 mm nominal size) and curing complete
Providing and mixing water proofing material in cement
concrete work in doses by weight of cement as per
manufacturer’s specification. (1 kg of water proofing
material in 50 kg of cement)
Applying a coat of residual petroleum bitumen of grade VG-
10 of approved quality using 1.7 kg per square meter on
11 4.20 damp proof courses after cleaning the surface with sqm. 16.83 183.20 3083.26
brushes and finally with a piece of cloth lightly soaked in
Making plinth protection 50mm thick of cement
concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size) over 75mm bed
12 4.24 of stone aggregate 40mm nominal size well rammed sqm 51.00 572.80 29212.80
and consolidated and grouted with fine sand including
finishing the top smooth and curing complete
Total Cost of Concrete work 264588.62
13 5.0 REINFORCED CEMENT CONCRETE
Centering & shuttering including strutting, propping etc.
and removal of form work for:
Foundations, footings, bases of columns etc. for
Suspended floors, roofs, landings, balconies and
access platforms.
Lintel, beams, plinth beams, girders, bressumers and
13.5 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 206.40 742.55 153262.32
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
14 5.22.6 binding all complete upto plinth level and above:- kg 4235.30 123.20 521788.96
Thermo-Mechanically Treated bars of grade Fe-500D
Steel reinforcement for R.C.C. work including
15 5.22A straightening, cutting, bending, placing in position and
binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or
Add for plaster drip course/ groove in plastered surface or
moulding to R.C.C. projections.
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
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 recommended
proportions as per IS: 9103 to accelerate, retard
setting of concrete, improve workability without
impairing strength and durability as per direction of
Engineer-incharge. Note: - Cement in this item is @
330 kg/ cum. Excess or less cement used as per
design mix is content considered payable or
recoverable separately.
17 5.34.1 All works upto plinth level cum 32.45 8021.10 260284.70
18 5.34.2 All works above plinth level upto floor V level cum 41.37 9412.05 389376.51
Extra for providing richer mixes at all floor levels. Note:-
19 5.35 Excess/ less cement over the specified cement content
used is payable/ recoverable separately.
Providing M-30 grade concrete instead of M-25 grade
5.35.1 BMC/RMC. (Note:- Cement content considered in M-30 is quintal 22.15 98.80 2188.42
Total Cost of Reinforced Cement Concrete 2526033.20
6.0 BRICK WORK
Brick work with common burnt clay (non-modular)
20 6.1 bricks of class designation 7.5 in foundation and plinth
including curing in :
6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 38.36 7877.40 302177.06
Extra for brick work with common burnt clay
21 6.4 bricks/cement concrete bricks in superstructure above cum 37.15 1455.65 54077.40
plinth level upto floor five level
Half brick masonry with common burnt clay (non-
22 6.15 modular) bricks of class designation 7.5 in foundations
and plinth including curing in :
6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) sqm 5.00 947.25 4736.25
Extra for half Brick masonry in superstructure above
plinth level upto floor V level.
Extra for providing and placing in position 2 Nos. 6mm
24 6.18 dia. M.S. bars at every third course of half brick sqm 5.00 126.55 632.75
Total Cost of Brick work 362421.71
Frames and trusses
Providing wood work in frames of doors,
windows, clerestory windows and other frames,
25 9.1 wrought framed and fixed in position with hold fast
lugs or with dash fasteners of required dia and length
(hold fast lugs or with dash fasteners shall be paid for
9.1.5 a)First class kail wood cum 0.07 108897.35 7938.62
Providing and fixing ISI marked flush door shutters
conforming to IS: 2202 (Part I) decorative type, core of
26 9.21 block board construction with frame of 1st class hard wood
and well matched teak 3 ply veneering with vertical grains
or cross bands and face veneers on both faces of
With ISI marked M.S. pressed butt hinges bright finished
9.21.1 of required size with necessary screw(35mm) sqm 7.56 3234.20 24450.55
Extra for providing and fixing flush doors with decorative
veneering instead of non-decorative ISI marked flush door
shutters conforming to ISI: 2202 (Part-I)
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Extra for cutting rebate in flush door shutters (Total area of
the shutter to be measured).
Providing 40x5 mm flat iron hold fast 40 cm long including
fixing to frame with 10 mm diameter bolts, nuts and
wooden plugs and embeddings in cement concrete block
30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size).
Providing and fixing aluminum die cast body tubular type
universal hydraulic door closer (having brand logo with IS:
30 9.84 3564, embossed on the body, door weight upto 35 kg and each 3.00 1628.00 4884.00
door width upto 700 mm), with necessary accessories and
screws etc. complete :
Providing and fixing wooden moulded beading to
9.40 door and window frames with iron screws, plugs and
priming coat on unexposed surface etc. complete:
31 9.40.3 a)second class kail wood
Providing and fixing aluminum tower bolts ISI marked
anodized (anodic coating not less than grade AC 10
as per IS : 1868) transparent or dyed to required
colour or shade with necessary screws etc. complete :
Providing and fixing aluminum sliding door bolts ISI
marked anodized (anodic coating not less than grade
33 9.98 AC 10 as per IS : 1868) transparent or dyed to
required colour or shade with nuts and screws etc.
Providing and fixing bright /matt finished Stainless Steel
34 9.162 handles of approved quality & make with necessary
screws etc all complete.
Providing and fixing aluminum handles ISI marked
anodized (anodic coating not less than grade AC 10 as per
IS: 1868) transparent or dyed to required colour and shade
with necessary screws etc. complete.
Total Cost of Wood work 48458.47
10.0 STEEL WORK
Steel work welded in built up sections/framed work,
including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural steel
etc. as required.
In gratings, frames, guard bar, ladder, railings,
brackets, gates and similar works.
Supplying and fixing rolling shutters of approved make,
made of required size M.S. laths, interlocked together
through their entire length and jointed together at the end
by end locks, mounted on specially designed pipe shaft
with brackets, side guides and arrangements for inside
and outside locking with push and pull operation complete,
including the cost of providing and fixing necessary 27.5
cm long wire springs manufactured from high tensile steel
wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling
10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 14.00 3305.00 46270.00
38 10.7 Providing and fixing ball bearing for rolling shutters. Each 4.00 531.55 2126.20
Extra for providing grilled rolling shutters manufactured out
of 8 mm dia M.S. bar instead of laths as per design
approved by Engineer-in- charge, (area of grill to be
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Providing and fixing 1mm thick M.S. sheet door with frame
of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at
40 10.5 the junctions and corners, all necessary fittings complete,
including applying a priming coat of approved steel primer.
10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 5.54 5493.90 30436.21
Total Cost of Steel work 101817.71
Kota stone slab flooring 25 mm thick over 20mm (average)
thick base laid over and jointed with grey cement slurry
mixed with pigment to match the shade of the slab,
41 11.36 including rubbing, polishing and curing complete with base sqm 107.74 1891.75 203817.15
of cement mortar 1:4 (1 cement : 4 coarse sand) :
Kota stone slab 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
42 11.37 cement slurry mixed with pigment to match the shade of sqm 9.90 2186.30 21644.37
the slabs, including rubbing, polishing and curing
Total Cost of Flooring work 225461.52
13.0 FINISHING
52 13.1 12 mm cement plaster mix :
Distempering with 1st quality acrylic distemper (ready
mixed)having VOC content less than 50 gms/litre, two or
53 13.51 more coats on new work of approved manufacturer, of sqm 99.67 89.90 8960.33
required shade and colour complete as per manufacturer’s
Providing and applying white cement based putty of
specified thickness, of approved brand and manufacturer,
over the plastered wall surface to prepare the surface even
and smooth complete.
6MM CEMENT PLASTER
55 13.17 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : sqm 11.55 241.25 2786.44
Total Cost of Finishing 38870.65
16.0 ROAD WORK
Supplying at site Angle iron post & strut of required
size including bottom to be split and bent at right angle
in opposite direction for 10 cm length and drilling holes
upto 10 mm dia. etc. complete.
Welded steel wire fabric fencing with posts of specified
material and of standard design placed and
embedded in cement concrete blocks 45x45x 60 cm of
mix 1:5:10 (1 cement:5 fine sand : 10 graded stone
aggregate 40 mm nominal size), every 15th post, last
but one end post and corner post shall be strutted on
both sides and end post on one side only and struts
embedded in cement concrete blocks 70x45x50 cm of
the same mix, provided with welded steel wire fabric
fixed between the posts fitted and
fixed with G.I. staples on wooden plugs or tied to 6
mm bar nibs with G.I. binding wire (cost of posts,
welded steel wire fabric, painting, earth work in
excavation and concrete to be paid for separately).
Providing and fixing G.I. chain link fabric fencing of
required width in mesh size 50x50 mm including
58 16.25 strengthening with 2 mm dia wire or nuts, bolts and
washers as required complete as per the direction of
Engineer-incharge.
16.25.1 Made of G.I. wire of dia 4 mm sqm 92.16 809.90 74640.38
Total Cost of Road Work 255757.82
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
22.0 ALUMINIUM WORK
Providing and fixing aluminum 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 dash fastener of
required dia. and size including necessary filling up of
gaps at junctions i.e, at top, bottom and sides with
59 22.1 required EPDM rubber / neoprene gasket felt etc.
Aluminum sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required
including cleat angle, Aluminum snap beading for
glazing / panelling, C.P. brass / stainless steel screws,
all complete as per architectural drawings and the
directions of Engineer-in-Charge (glazing, panelling
and dash fasteners to be paid for separately.)
22.1.1 For fixed portion
Powder coated aluminum (minimum thickness of
powder coated 50 microns)
For shutters of doors, windows & ventilators including
providing and fixing hinges / pivots and making
60 22.1.2 provision for fixing of fittings wherever required
including the cost of EPDM rubber / neoprene gasket
required (Fittings shall be paid for separately.)
Powder coated aluminum (minimum thickness of
powder coated 50 microns)
Providing and fixing glazing in aluminum door,
window, ventilator shutters and partitions etc. with
EPDM rubber / neoprene gasket etc. complete as per
the architectural drawings and the directions of
engineerin- charge. (Cost of aluminum snap beading
shall be paid in basic item.)
With float glass panes of 5.0 mm thickness (weight not
less than 12.50 kg / sqm)
Filling the gap in between aluminum frame and
adjacent RCC/Brick/Stone work by providing weather
62 22.8 silicon sealant over backer rod of approved quality as
per architectural drawings and direction of Engineer-in-
charge complete.
22.8 Upto 5mm depth and 5mm width metre 18.81 97.15 1827.39
Total Cost of Aluminium Work 54149.43
23.0 WATER PROOFING
Providing and laying integral cement based water proofing
treatment including preparation of surfaces 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
conforming 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 with mortar using broken bricks/ Brick
63 23.7 Bats 25mm to 115mm size with 50% of Cement mortar 1:5
(1 Cement : 5 coarse sand) admixed with water proofing
compound conforming to IS 2645
and approved by Engineer-in-charge over 20mm thick
layer of cement mortar of mix 1:5 (1 Cement : 5 coarse
sand) admixed with waterproofing compound conforming
to IS 2645 and approved by Engineerin- 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 conforming to IS 2645 and
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
d) finishing the surface with 20mm thick joint less cement
mortar of mix 1:4(1 cement: 4 coarse sand) admixed with
water proofing compound conforming to IS 2645 and
approved by Engineer-in-charge including laying glass
fibre cloth of approved quality in top layer of plaster and
finally finishing the surface with trowel with neat cement
slurry and making pattern of 300x300mm/sq 3mm deep. sqm 112.75 1404.65 158374.29
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 Engineerin-charge. With average
thickness of 120mm and minimum thickness at khurra as
Providing and laying water proofing treatment in
sunken portion/flat roofs of WCs, bathroom, terrace
etc., by applying cement slurry mixed with water
proofing cement compound consisting of applying : (a)
First layer of slurry of cement @ 0.488 kg/sqm mixed
with with water proofing cement compound @
0.253kg/ sqm. This layer will be allowed to air cure for
64 23.50 4 hours. (b) Second layer of slurry of cement @ 0.242 sqm 112.75 485.10 54695.03
kg/sqm mixed with water proofing cement compound
@ 0.126 kg/sqm . This layer will be allowed to air cure
for 4 hours followed with water curing for 48 hours.
The rate includes preparation of surface, treatment
and sealing of all joints, corners, junctions of pipes
and masonry with polymer mixed slurry.
Total Cost of Water Proofing 213069.31
UNDER GROUND WATER TANK
1.0 EARTH WORK
Earth work in excavation by mechanical means
(Hydraulic excavator) / manual means over areas
(exceeding 30cm in depth. 1.5 m in width as well as 10
sqm on plan) including disposal of excavated earth,
lead upto 50m and lift upto 1.5m, disposed earth to be
levelled and neatly dressed.
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
1.2 2.11 exceeding 20cm in depth, consolidating each cum 213.73 218.40 46678.96
deposited layer by ramming and watering, lead up to
50 m and lift upto 1.5 m.
Extra for every additional lift of 1.5 m or part thereof in
1.3 2.10 excavation / banking excavated or stacked materials.
All kinds of soil (depth 3.00- 4.50) cum 263.94 179.50 47377.23
Total Cost of Earth work 250895.67
2.0 CONCRETE WORK
Providing and laying in position cement concrete of
specified grade including curing but excluding the cost
of centring and shuttering. All work upto plinth level
1:4:8 (1 cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size)
Total of Concrete work 91724.53
3.0 REINFORCED CEMENT CONCRETE
Centering & shuttering including strutting, propping etc.
and removal of form work for:
Foundations, footings, bases of columns etc. for
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Walls (any thickness) including attached pilasters,
buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and
access platforms.
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
3.2 5.22.6 binding all complete upto plinth level and above:- kilogram 22575.48 123.20 2781299.14
Thermo-Mechanically Treated bars of grade Fe-500D
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 recommended
proportions as per IS: 9103 to accelerate, retard
setting of concrete, improve workability without
impairing strength and durability as per direction of
Engineer-incharge. Note: - Cement in this item is @
330 kg/ cum. Excess or less cement used as per
design mix is content considered payable or
recoverable separately.
5.34.1 All works upto plinth level cum 225.75 8021.10 1810801.83
Total cost of Reinforced Cement Concrete 4996473.10
4.0 STEEL WORK
Steel work welded in built up sections/framed work,
including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural steel
etc. as required.
In gratings, frames, guard bar, ladder, railings,
brackets, gates and similar works.
Total cost of Steel work 27603.20
5.1 13.1 12 mm cement plaster mix :
5.2 13.19 Neat cement punning. sqm 291.00 71.20 20719.20
Providing and laying integral cement based treatment
for water proofing on horizontal surface at all depth
below ground level for underground structures as
directed by Engineer-in-Charge and consisting of :
i) 1st layer of 22 mm to 25 mm thick approved and
specified rough stone slab over a 25 mm thick base of
cement mortar 1:3 (1 cement : 3 coarse sand) mixed
with water proofing compound conforming to IS:2645
in the recommended proportion over the levelling
5.3 23.1 course (levelling course to be paid separately). Joints
sealed and grouted withcement slurry mixed with
water proofing compound.
ii) 2nd layer of 25mm thick cement mortar 1:3 (1
cement: 3 coarse sand) mixed with waterproofing
compound in recommended proportions. iii) Finishing
top with stone aggregate of 10 mm to 12 mm nominal
size spreading @ 8 cudm/sqm thoroughly embedded
in the 2nd layer.
23.1.1 Using rough kota stone. sqm 48.75 1692.10 82489.88
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Providing and laying integral cement based treatment
for water proofing on the vertical surface by fixing
specified stone slab 22 mm to 25 mm thick with
cement slurry mixed with water proofing compound
conforming to IS:2645 in recommended proportions
with a gap of 20 mm (minimum) between stone slabs
5.4 23.2 and the receiving surfaces and filling the gaps with
neat cement slurry mixed with water proofing
compound and finishing the exterior of stone slab with
cement mortar 1:3 (1 cement : 3 coarse sand) 20mm
thick with neat cement punning mixed with water
proofing compound in recommended proportion
complete at all levels and as directed by Engineer-in-
23.2.1 Charge:
Using rough kota stone. sqm 90.00 2156.30 194067.00
Total cost of Finishing 374740.28
6.0 MISCELLANEOUS WORK
Providing orange colour safety foot rest of minimum 6
mm thick plastic encapsulated as per IS : 10910, on
12 mm dia steel bar conforming to IS : 1786, having
minimum cross section as 23 mmx25 mm and over all
minimum length 263 mm and width as 165 mm with
minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or
chequering besides necessary and adequate
6.1 20.12 anchoring projections on tail length on 138 mm as per Each 88.00 483.60 42556.80
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
Supplying and fixing C.I. cover without frame for
6.2 20.14 manholes:
560 mm diameter C.I. cover ( heavy duty) the weight
of the cover to be not less than 108 kg
6.3 18.35 Providing and fixing soil, waste and vent pipes :
Centrifugally cast (spun) iron S&S pipe as per
Total cost of Miscellaneous works 72333.70
1.0 EARTH WORK
Earth work in excavation by mechanical means
(Hydraulic excavator) / manual means over areas
(exceeding 30cm in depth. 1.5 m in width as well as 10
sqm on plan) including disposal of excavated earth,
lead upto 50m and lift upto 1.5m, disposed earth to be
levelled and neatly dressed.
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
1.2 2.11 exceeding 20cm in depth, consolidating each cum 3366.87 218.40 735324.41
deposited layer by ramming and watering, lead up to
50 m and lift upto 1.5 m.
Extra for every additional lift of 1.5 m or part thereof in
excavation / banking excavated or stacked materials.
2.10.1 All kinds of soil (depth 1.50- 3.00) cum 60.04 89.75 5388.59
2.10.2 All kinds of soil (depth 3.00- 4.50) cum 5.31 179.50 953.15
2.10.3 All kinds of soil (depth 4.50- 6.00) cum 5.00 269.25 1346.25
Total cost of Earth work 1417535.88
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
2.0 CONCRETE WORK
Providing and laying in position cement concrete of
specified grade including curing but excluding the cost
of centring and shuttering. All work upto plinth level
1:4:8 (1 cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size)
Total cost of Concrete work 32830.30
3.0 REINFORCED CEMENT CONCRETE
Centering & shuttering including strutting, propping etc.
and removal of form work for:
Foundations, footings, bases of columns etc. for
Walls (any thickness) including attached pilasters,
buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and
access platforms.
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
3.2 5.22.6 binding all complete upto plinth level and above:- kilogram 14183.40 123.30 1748813.22
Thermo-Mechanically Treated bars of grade Fe-500D
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 recommended
proportions as per IS: 9103 to accelerate, retard
setting of concrete, improve workability without
impairing strength and durability as per direction of
Engineer-incharge. Note: - Cement in this item is @
330 kg/ cum. Excess or less cement used as per
design mix is content considered payable or
recoverable separately.
5.34.1 All works upto plinth level cum 141.83 8021.10 1137664.70
Total cost of Reinforced Cement Concrete 3287224.50
4.0 BRICK WORK
Brick work with common burnt clay (non-modular)
4.1 6.1 bricks of class designation 7.5 in foundation and plinth
including curing in :
6.1.5 Cement mortar 1:6 ( 1 cement : 6 coarse sand) cum 30.98 7571.55 234528.76
Extra for brick work with common burnt clay
4.2 6.4 bricks/cement concrete bricks in superstructure above cum 30.98 1455.65 45088.76
plinth level upto floor five level
Half brick masonry with common burnt clay (non-
4.3 6.15 modular) bricks of class designation 7.5 in foundations
and plinth including curing in :
6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) sqm 5.00 947.25 4736.25
Extra for half Brick masonry in superstructure above
plinth level upto floor V level.
Extra for providing and placing in position 2 Nos. 6mm
4.5 6.18 dia. M.S. bars at every third course of half brick sqm 5.00 126.55 632.75
Total cost of Brick Work 285784.77
5.0 9.0 WOOD WORK
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Frames and trusses
Providing wood work in frames of doors,
windows, clerestory windows and other frames,
5.1 9.1 wrought framed and fixed in position with hold fast
lugs or with dash fasteners of required dia and length
(hold fast lugs or with dash fasteners shall be paid for
9.1.5 a)First class kail wood cum 0.07 108897.35 7497.58
Providing and fixing ISI marked flush door shutters
conforming to IS: 2202 (Part I) decorative type, core of
block board construction with frame of 1st class hard wood
and well matched teak 3 ply veneering with vertical grains
or cross bands and face veneers on both faces of
With ISI marked M.S. pressed butt hinges bright finished
9.21.1 of required size with necessary screw(35mm) sqm 9.45 3234.20 30563.19
Extra for providing and fixing flush doors with decorative
5.3 9.23 veneering instead of non-decorative ISI marked flush door sqm 9.45 508.40 4804.38
shutters conforming to ISI: 2202 (Part-I)
Extra for cutting rebate in flush door shutters (Total area of
the shutter to be measured).
Providing 40x5 mm flat iron hold fast 40 cm long including
fixing to frame with 10 mm diameter bolts, nuts and
wooden plugs and embeddings in cement concrete block
30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size).
Providing and fixing aluminum die cast body tubular type
universal hydraulic door closer (having brand logo with IS:
5.6 9.84 3564, embossed on the body, door weight upto 35 kg and each 4.00 1628.00 6512.00
door width upto 700 mm), with necessary accessories and
screws etc. complete :
Providing and fixing aluminum tower bolts ISI marked
anodized (anodic coating not less than grade AC 10
as per IS : 1868) transparent or dyed to required
colour or shade with necessary screws etc. complete :
Providing and fixing aluminum sliding door bolts ISI
marked anodized (anodic coating not less than grade
5.8 9.98 AC 10 as per IS : 1868) transparent or dyed to
required colour or shade with nuts and screws etc.
Providing and fixing bright /matt finished Stainless Steel
5.9 9.162 handles of approved quality & make with necessary
screws etc all complete.
Providing and fixing aluminum handles ISI marked
anodized (anodic coating not less than grade AC 10 as per
IS: 1868) transparent or dyed to required colour and shade
with necessary screws etc. complete.
Total cost of Wood work 58413.98
6.0 STEEL WORK
Steel work welded in built up sections/framed work,
including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural steel
etc. as required.
In gratings, frames, guard bar, ladder, railings,
brackets, gates and similar works.
Total cost of Steel work 138016.00
7.1 13.1 12 mm cement plaster mix :
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
7.2 13.19 Neat cement punning. sqm 238.18 71.20 16958.42
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, reservoir, 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
7.3 23.19 meet the requirements as specified in ACI- 212-3R-
2010 i.e by reducing permeability of concrete by more
than 90% compared with control concrete as per DIN
1048 and resistant to 16 bar hydrostatic pressure on
negative side. The crystalline slurry shall be capable
of selfhealing 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-
incharge. The product performance shall carry
guarantee for 10 years against any leakage.
6.3.1 23.19.1 For vertical surface two coats @ 0.70 kg per sqm sqm 238.18 407.75 97117.90
6.3.2 23.19.2 For horizontal surface one coat @1.10 kg per sqm. sqm 81.42 310.05 25244.27
Total Cost of Finishing 202724.10
8.0 MISCELLANEOUS WORK
Providing orange colour safety foot rest of minimum 6
mm thick plastic encapsulated as per IS : 10910, on
12 mm dia steel bar conforming to IS : 1786, having
minimum cross section as 23 mmx25 mm and over all
minimum length 263 mm and width as 165 mm with
minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or
chequering besides necessary and adequate
anchoring projections on tail length on 138 mm as per
8.1 20.12 standard drawing and suitable to with stand the bend Each 540.00 483.60 261144.00
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
Supplying and fixing C.I. cover without frame for
8.2 20.14 manholes:
560 mm diameter C.I. cover ( heavy duty) the weight
of the cover to be not less than 108 kg
8.3 18.35 Providing and fixing soil, waste and vent pipes :
Centrifugally cast (spun) iron S&S pipe as per
Brick work with common burnt clay (non-modular)
8.4 6.1 bricks of class designation 7.5 in foundation and plinth
including curing in :
6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 100.00 7877.40 787740.00
Extra for brick work with common burnt clay
8.5 6.4 bricks/cement concrete bricks in superstructure above cum 100.00 1455.65 145565.00
plinth level upto floor five level
Total Cost of Miscellaneous works 1348653.25
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
COMMON EFFLUENT TREATMENT PLANT - 50
Supplying Installation And commissioning of Equipmqnts for
Common Effluent Treatment Plant of 50 m3/day.
The main source of effluent is wastewater resulting from toilets,
kitchens, pantries, water washroom and Factory, restrict to
mentioned blow inlet Parameter. The scope of work includes
detail design, drawing, erection, commissioning as per Physico-
chemical, Biological (SBR) including tertiary treatment type
Common Effluent Treatment Plant complete with necessary
equipment, interconnecting piping network etc. STP Make:
Optima Water/Wipro/Driplex/ Toshiba/ Tharmex
Total Cost of CETP E & M 7029260.00
Earth work in bulk excavation by mechanical means
(hydraulic excavator) over areas (exceeding 30 cm in
depth, 1.5 m in width as well as 10 m2 on plan) including
1 2.7 disposal of excavated earth lead upto 50 meters and lift
upto 1.5 m, as directed by Engineer-in-Charge.
2.7.1 All kinds of soil
For road leveling cum 25 187.3 4682.50
Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
2.11 etc. in layers not exceeding 20 cm in depth, cum 1980 218.4 432432.00
consolidating each deposited layer by ramming and
watering, lead upto 50 m and lift upto 1.5 m.
Excavating, supplying and filling of local earth
(including royalty)by mechanical transport upto a lead
2.11a of 5 km also including ramming and watering of the cum 1980 276.6 547668.00
earth in layers not exceeding 20 cm in trenches, plinth,
sides of foundation etc. complete.
2 16.4 Supplying and stacking at site
Consolidation of subgrade with power road roller of 8 to 12
tonne capacity including making good the undulations etc.
with earth or quarry spoils etc. and rerolling the subgrade.
Spreading of sludge, dump manure or/and good earth in
required thickness as per directions of officer in-charge
(cost of sludge, dump manure or/and good earth to be paid
Surface dressing of the ground including removing
vegetation and in-equalities not exceeding 15 cm deep
and disposal of rubbish, lead upto 50 m and lift upto 1.5 m
in -All kinds of soil.
Clearing jungle including uprooting of rank vegetation,
grass, brush wood, trees and saplings of girth upto 30 cm
4 2.25 measured at a height of 1 m above ground level and 100 Sqm 171.675 1249.1 214439.24
removal of rubbish upto a distance of 50 m outside the
periphery of the area cleared.
Felling trees of the girth (measured at a height of 1 m
above ground level) including cutting of trunk and
5 2.27 branches, removing the roots and stacking of serviceable
material and disposal of unserviceable material.
2.27.1 Beyond 30 cm girth upto and including 60 cm girth. each 40 379.05 15162.00
2.27.2 Beyond 60 cm girth upto and including 120 cm girth. each 135 1683 227205.00
2.27.3 Beyond 120 cm girth upto and including 240 cm girth. each 21 7795.7 163709.70
Total Cost of Earth Filling 1983902.00
Total Civil Work For SITE -D 26110157.94
Providing and fixing G.I. pipes complete with G.I.
1 19.6 fittings excluding trenching and refilling etc.
(external work) B type
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
19.6.3 25 mm dia. nominal bore Metre 20.00 339.25 6785.00
19.6.4 32 mm dia. nominal bore Metre 20.00 411.30 8226.00
19.6.5 40 mm dia. nominal bore Metre 10.00 489.25 4892.50
19.6.6 50 mm dia. nominal bore Metre 267.00 805.70 215121.90
19.6.7 65 mm dia. nominal bore Metre 370.00 1018.05 376678.50
19.6.8 80 mm dia. nominal bore Metre 254.00 1151.20 292404.80
19.6.9 100 mm dia. nominal bore Metre 44.00 1434.00 63096.00
19.6.10 150 mm dia. nominal bore Metre 28.00 2256.90 63193.20
Making connection of G.I. distribution branch with
G.I. main of following sizes by providing and fixing
Tee, including cutting and threading the pipe etc.
19.7.1 25 to 40 mm nominal bore each 25.00 730.25 18256.25
Providing and fixing gun metal gate valve with C.I.
wheel of approved quality (screwed end)
Providing and fixing gun metal non-return valve of
approved quality (screwed end) - Horizontal
Providing and fixing brass ferrule with C.I. mouth
5 19.14 cover including boring and tapping the main
Providing and fixing C.I. sluice valves (with cap)
complete with bolts, nuts, rubber insertions etc.
(the tail pieces if required will be paid separately).
Constructing masonry Chamber 30x30x50 cm
inside, in brick work in
cement mortar 1:4 (1cement :4 coarse sand) for
stop cock, with C.I. surface box 100x100x75 mm
(inside) with hinged cover fixed in cement
concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse
sand : 3 graded stone aggregate 20 mm nominal
7 19.26 size ) including necessary excavation, foundation
concrete 1:5:10 (1 cement :5 fine sand : 10
graded stone aggregate 40 mm nominal size) and
inside plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12 mm thick, finished
with a floating coat of neat cement complete as
per standard design.
With common burnt clay (non modular) bricks of
class designation 7.5
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Constructing masonry Chamber of specified size,
in brick work with common burnt clay (non
modular) bricks of class designation 7.5 in cement
mortar 1:4 (1cement :4 coarse sand) and R.C.C.
top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size )
8 19.27 including 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.
For sluice valve, with C.I. surface box 100 mm top
diameter, 160 mm bottom diameter and 180 mm
deep (inside) with chained lid.
Painting G.I. Pipes and fittings with two coats of
9 19.30 anti-corrosive bitumastic paint of approved quality.
25 mm dia. nominal bore Metre 20.00 15.65 313.00
32 mm dia. nominal bore Metre 20.00 18.75 375.00
40 mm dia. nominal bore Metre 10.00 21.30 213.00
50 mm dia. nominal bore Metre 267.00 25.55 6821.85
65 mm dia. nominal bore Metre 370.00 31.60 11692.00
80 mm dia. nominal bore Metre 254.00 36.65 9309.10
Providing and filling sand of coarser grade around
the G.I. pipes in external work.
19.31.3 25 mm dia. nominal bore Metre 20.00 90.70 1814.00
19.31.4 32 mm dia. nominal bore Metre 20.00 93.10 1862.00
19.31.5 40 mm dia. nominal bore Metre 10.00 94.25 942.50
19.31.6 50 mm dia. nominal bore Metre 267.00 97.80 26112.60
19.31.7 65 mm dia. nominal bore Metre 370.00 154.35 57109.50
19.31.8 80 mm dia. nominal bore Metre 254.00 159.05 40398.70
19.31.9 100 mm dia. nominal bore Metre 44.00 168.50 7414.00
19.31.10 150 mm dia. nominal bore Metre 28.00 250.95 7026.60
Providing and fixing enclosed type water meter
(bulk type) conforming to IS : 2373 and tested by
11 19.51 Municipal Board complete with bolts, nuts, rubber
insertions etc. (The tail pieces if required will be
paid separately)
19.51.1 80 mm dia. nominal bore each 1.00 3632.70 3632.70
19.51.2 100 mm dia. nominal bore each 2.00 5367.30 10734.60
19.51.3 150 mm dia. nominal bore each 2.00 7829.00 15658.00
Earth work in surface excavation not exceeding
30 cm in depth but exceeding 1.5 m in width as
well as10 sqm on plan including disposal of
excavated earth, lead upto 50 meter and lift upto
1.5m, as directed by Engineer-in-Charge.
All kinds of soil :
Total Cost of Water Supply 1513173.55
Earth work in bulk excavation by mechanical
means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well
as 10 m2 on plan) including disposal of excavated
earth lead upto 50 meters and lift upto 1.5 m, as
directed by Engineer-in-Charge.
2.7.1 All kinds of soil cum 217.50 187.30 40737.75
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Providing and laying non-pressure NP2 class
(light duty) R.C.C. pipes with collars jointed with
14 20.5 stiff mixture of cement mortar in the proportion of
1:2 (1 cement: 2 fine sand) including testing of
joints etc. complete
Providing and laying cement concrete 1:5:10 (1
cement: 5 coarse sand: 10 graded stone
aggregate 40 mm nominal size) including bed
concrete as per standard design.
20.2.2 Up to Haunches of SW Pipe
20.2.2.2 150 mm diameter S.W. pipe Metre 12.50 550.20 6877.50
20.2.2.3 200 mm diameter S.W. pipe Metre 262.50 646.75 169771.88
20.2.2.5 250 mm diameter S.W. pipe Metre 87.50 752.95 65883.13
Constructing brick masonry manhole in cement
mortar 1:4 ( 1 cement : 4 coarse sand ) with
R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5
coarse sand (zone- III) : 3 graded stone
aggregate 20 mm nominal size), foundation
concrete 1:4:8 mix (1 cement : 4 coarse sand
(zone- III) : 8 graded stone aggregate 40 mm
16 20.7 nominal size),inside plastering 12 mm thick with
cement mortar 1:3 (1 cement : 3coarse sand)
finished with floating coat of neat cement and
making channels in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4graded stone
aggregate 20 mm nominal size) finished with a
floating coat of neat cement complete as per
standard design :
Inside size 90x80 cm and 45 cm deep including
C.I. cover with frame (light duty) 455x610 mm
internal dimensions, total weight of cover and
frame to be not less than 38 kg (weight of cover
23 kg and weight of frame 15 kg) :
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
17 Extra for depth for manholes
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Constructing brick masonry circular type manhole
0.91 m internal dia at bottom Constructing brick
masonry circular type manhole 0.91 m internal dia
at bottom and 0.56m dia at top in cement mortar
1:4 (1 cement : 4 coarse sand), inside cement
plaster 12 mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished with a floating
18 20.9 coat of neat cement, foundation concrete 1:3:6
mix (1 cement : 3 coarse sand : 6 graded stone
aggregate 40 mm nominal size), and making
necessary channel in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a
floating coat of neat cement, all complete as per
standard design :
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
0.91 m deep with S.F.R.C. cover and frame
(heavy duty, HD-20 grade designation) 560 mm
internal diameter conforming to I.S. 12592, total
weight of cover and frame to be not less than 182
kg., fixed in cement concrete 1:2:4 (1cement : 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) :
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Constructing brick masonry circular manhole 1.22
m internal dia at bottom and 0.56 m dia at top in
cement mortar 1:4 (1 cement : 4 coarse sand)
inside cement plaster 12 mm thick with cement
mortar 1:3 (1 cement :3 coarse sand) finished
with a floating coat of neat cement foundation
19 concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40 mm nominal size) and
making necessary channel in cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a
floating coat of neat cement, all complete as per
standard design :
1.68 m deep with SFRC Cover and frame (heavy
duty HD- 20 grade designation) 560 mm internal
diameter conforming to I.S. 12592, total weight of
cover and frame to be not less than 182 kg. fixed
in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal
size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement
plaster at the external surface shall be paid for
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
20 Extra depth for circular type manholes
Manhole 0.91m internal dia (at bottom) beyond
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Providing orange colour safety foot rest of
minimum 6 mm thick plastic encapsulated as per
IS : 10910, on 12 mm dia steel bar conforming to
IS: 1786, having minimum cross section as 23
mmx25 mm and over all minimum length 263 mm
and width as 165 mm with minimum 112 mm
space between protruded legs having 2 mm tread
on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on
21 20.12 tail length on 138 mm as per standard drawing Each 100.00 483.60 48360.00
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
Constructing brick masonry road gully chamber of
specified size with common burnt clay(non
modular) bricks of class designation 7.5 in cement
22 mortar 1:4 ( 1 cement : 4coarse sand) including
precast R.C.C. horizontal grating with frame
complete as per standard design:
Chamber size 50x45x60 cm including precast
20.23.1 R.C.C grating with frame 500x450 mm horizontal Each 2.00 5679.60 11359.20
Total Cost of Sewrage 762638.28
Boring/ Drilling bore well of required dia for casing
strainer pipe by sutable method prescribed in IS
2800(Part I), Inculding collecting samples from
different strata, preparing and submitting strata
23 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.
28.1.2 Rocky strata including Boulders
Boring/drilling bore well of required dia for casing /
strainer pipe, by suitable method prescribed in
IS:2800 (part I), including collecting samples from
different strata, preparing and submitting strata
chart/ bore log, including hire & running charges
of all equipments, tools, plants & machineries
required for the job, all complete as per direction
of Engineer - in-charge, beyound 90 metre & upto
150 metre depth below ground level.
28.2.2 Rocky strata including Boulders
Providing and fixing G.I. pipes complete with G.I.
25 fittings excluding trenching and refilling etc.
(external work) : Medium
19.6.7 65 mm dia nominal bore Metre 600.00 1018.05 610830.00
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Supplying, assembling, lowering and fixing in
vertical position in bore well, unplasticized PVC
medium well casing (CM) pipe of required dia,
26 28.3 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.
28.3.2 150 mm nominal size dia Metre 400.00 712.85 285140.00
Supplying, assembling, lowering and fixing in
vertical position in bore well unplasticized PVC
medium well screen (RMS) pipes with ribs
27 28.4 conforming to IS: 12818, including hire and
labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of
Engineer-in-charge.
28.4.2 150 mm nominal size dia Metre 200.00 743.60 148720.00
Gravel packing in tubewell construction in
accordance with IS: 4097, including providing
gravel fine/ medium/ coarse, in required grading &
28 28.8 sizes as per actual requirement, all complete as Cum. 40.00 1068.20 42728.00
per direction of Engineer- in -charge.
Development of tube well in accordance with
IS:2800 (part I) and IS: 11189, to establish
maximum rate of usable water yield without sand
content (beyond permissible limit), with required
capacity air compressor, running the compressor
for required time till well is fully developed,
measuring yield of well by ''V'' notch method or
any other approved method, measuring static
level & draw down etc. by step draw down
method, collecting water samples & getting tested
in approved laboratory, i/c disinfection of tubewell,
all complete, including hire & labour charges of air
compressor, tools & accessories etc., all as per
requirement and direction of Engineer-in-Charge.
Providing and fixing suitable size threaded mild
steel cap or spot welded plate to the top of bore
well housing/ casing pipe, removable as per
requirement, all complete for borewell of:
Providing and fixing MS clamps of required dia on
the top of the casing / housing pipe of tube well as
31 28.14 per IS : 2800 (Part-1) , including necessary bolts
and nuts of required size complete.
Providing and fixing bail plug / bottom plug of
32 28.15 required dia at the bottom of the pipe assambley
as per IS: 2800 (Part-1).
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Supply, installation testing & commissioning of
submersible pumping set suitable to operate on
410 volts 3 phase 50 HZ A.C. power supply
including water proof joint free cable, motor
control panel, 50 mm dia, G.I. pipe (medium
class) column with fittings, clamps etc. complete
in all respect as per details given below : (For
Discharge 300 LPM.
HP/Load 8 (Approx) each 1.00 152616.48 152616.48
Total Cost of Tube wells 2075364.88
E) PUMPS & EQUIPMENTS
Supplying, installing, testing and commissioning
single stage, submersible centrifugal pumps of
closed coupled construction with CI body & cast
iron (C.I) impeller connected to a fully submersible
water/oil cooled motor suitable to operate with
380-415 volts 3 phase 50 cycles AC power supply
34 MRP-2 with class F insulation and built -in temperature
protection, pump connector unit with rubber
diaphram & bend, vertical discharge pipe, guide
pipe, stainless steel chain/rope, water -proof
power cable and level controller complete in all
respects for fixed installation.
For Sump Pump (1 Working + 1 Standby) For
Discharge 270 LPM.
Providing and fixing horizontical/vertical monobloc
centrifugal pumping set with mechanical seal cast
iron (C.I) volute and bronze impeller connected to
a IE3 induction motor suitable for 400/440 volts, 3
phase, 50 cycles A.C. supply with 150 mm dia
35 MRP-3 pressure gauge with gunmetal isolation cock,
vibration eliminating for each pump including
necessary structual supports, clamps, bolts, nuts
washers and 1:2:4 plain cement concreate (PCC)
Filter Feed pump ( 1 Set = 1 working + 1
Location - Plumbing Plant Room
Capacity 250 lpm
Domestic Water Supply Pump ( 1 Set = 1
working + 1 standby)
Location - Plumbing Plant Room
Capacity 250 lpm
Flushing Water Supply Pump ( 1 Set = 1
working + 1 standby)
Location - STP Plant Room
Capacity 250 lpm
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
MULTIGRADE PRESSURE SAND FILTER: (For
Domestic Water)
Location - Plumbing Plant Room
Supply, installation, testing & commissioning of
vertical self supporting multi grade pressure filter
(MGF) (Dual media filter) fabricated from MS
sheet as per IS Code, pressure gauges at inlet &
outlet, sample cock, air vent valve with piping, GI
face piping distribution pipe with diffuser on top,
CI butterfly valves and all accessories, with initial
charge of filter media for filter, painting inside with
food grade epoxy paint and outside with two coat
of red oxide primer and two or more coat of
synthetic enamel paint complete with bypass
arrangement including piping and valves (3 Nos.)
of required size.
Capacity/Flow rate : 37.325 M3/hr
Filtration rate/velocity : 18-20
Max. operating pressure : 3.5 kg/Sq.cm
Test pressure : 5.5 kg/Sq.cm
Suggested diameter : 1600 mm Each 1.00 530523.28 530523.28
ACTIVATED CARBON FILTER: (For Domestic
Location - Plumbing Plant Room
Supply, installation, testing & commissioning
vertical self supporting Activated Carbon Filter
(ACF) fabricated from M.S. Sheet as per IS Code,
pressure gauge at inlet & outlet, sample cock, GI
face piping, C.I. Butterfly valve and all
accessories, air vent valve with piping, with initial
charge of filter media for activated carbon filter,
painting inside with epoxy paint and outside with
two coat of synthetic enamel paint complete with
bypass arrangement including piping, CI Valves (3
Nos.) of required size.
Capacity/Flow rate : 37.325 M3/hr
Filtration rate/velocity : 18-20
Max. operating pressure : 3.5 kg/Sq.cm
Test pressure : 5.5 kg/Sq.cm
Suggested diameter : 1600 mm Each 1.00 574127.82 574127.82
Supplying, installing, testing and commissioning
electronic chlorine solution dosing system
comprising of F.R.P/ chemical grade HDPE
solution tank of 200 litres capacity electronic
dosing pump of capacity 0-4 LPH against 4.5
Kg/Sq.cm dosing valves, flexible teflon tube pipes
etc. complete for dosing of chlorine solution into
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Providing and fixing mild steel (MS) puddle
flanges of required size with 5mm thick mild steel
39 MRP-7 (MS) plate including necessary welding as per
details shown on drawings and directions of
Engineer-in-charge for water tanks.
(i) 25mm dia (4mm wall thickness) Each 12.00 945.18 11342.16
(ii) 32mm dia (4mm wall thickness) Each 2.00 1191.80 2383.60
(iii) 40mm dia (4mm wall thickness) Each 2.00 1424.26 2848.52
(iv) 50mm dia (4mm wall thickness) Each 6.00 1672.06 10032.36
(v) 65mm dia (4mm wall thickness) Each 2.00 1976.50 3953.00
(vi) 80mm dia (4mm wall thickness) Each 8.00 2252.62 18020.96
(vii) 100mm dia (4mm wall thickness) Each 10.00 2631.40 26314.00
(viii) 150mm dia (4mm wall thickness) Each 5.00 3139.98 15699.90
(ix) 200mm dia (4mm wall thickness) Each 2.00 3459.76 6919.52
Supply, installation, testing & commissioning of
40 MRP-8 Hot dipped galvanised 'Y' Strainer of following
sizes as per specification:
Supplying, assembly, erection, testing and
commissioning of magnetic level sensors and
controllers, Chlorinated Polyvinyl Chloride
(CPVC) probe tube, PP actuating float and all
other equipment required for the performance of
the system to the satisfaction of the engineer in
charge complete including providing and fixing
41 MRP-9 wiring from control junction box near the Under job 2.00 26162.96 52325.92
Ground tank to probes of required length,
interconnection wiring between level controller
and the concerned contactor in the starter panel
as required. Level of all tanks (Under Ground and
overhead tank) will be included in this item. The
level controller will perform the following functions
To switch on the pumps when the level of water in
the supply water tank is low and to cut off the
pump when the level in the recieving water tank is
high and switch off the pumps when the level of
water in the supply water tank is low .
To indicate 5 levels of water in all tanks through a
control panle with LEDs
To start the pumps in a cyclic order.
The system shall be complete to ensure
automatic quotation of pump in accordance to
water level in respective tanks.
Supply, fixing, testing and commissioning of Site
Tube (of 3.0 - 5 M) with isolation valve at top and
42 MRP-10 bottom demarcation on tube for making the Each 2.00 3633.22 7266.44
installation of level indication on the RCC water
Providing, fixing, testing & commissioning of 100
mm dia Burden type, Stainless Steel dial type
43 MRP-11 pressure gauge including brass isolation valve Each 6.00 2754.12 16524.72
and pipe having caliberation of 0-16 Kg/cm2.
Total Cost of Pumps & Equipments 2859624.98
Total Cost of Plumbing for SITE-D 7210801.69
External Electrical For SITE-D
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
A SUB HEAD I- HT PANEL
1.1 MREE-1 33 KV HT PANEL ( 3 VCB PANEL )
Supply, delivery, erection, testing and commissioning of a
33 KV switchgear. The 33 KV, 25kA for 3 sec 1250A, 3
phase, 50 Hz indoor type free standing, floor mounted,
totally enclosed, single copper busbar, fully
compartmentalized, horrizontal draw out type & fully
interlocked Vaccum circuit breaker (VCB) as per IEC
62271-100/200/IS 13118, single break free breaker
mounted on a integral truck carriage, fully interlocked rack
in rack out mechanism, featured with mechanical ON &
OFF indicator with hand trip device, Spring release coil,
two nos. shunt trip coil, air insulated metal clad indoor
vaccum circuit breaker as per IS 13118(1991)/IEC-60056
type switch gear shall be delievered complete with all
accessories, equipment instruments and wiring for making
the equipment complete and for warranting a trouble free
safe operation. All the equipments shall be suitable for
satiscfactory operation in tropical climate & drt dust laden
atmosphere. The equipments shall be able to withstand
wide range of temp. variation. The panel shall be complete
with cable termination arrangement for incoming &
outgoing XLPE,
3 VCB Panel 33 kV(Indoor
Board (E) cables.
Type)The panel shall
Incoming (1 No.):
One No. Indoor type free standing floor mounted metal
clad totally enclosed, single busbar, fully
compartmentalized, draw out type & fully interlocked VCB
i for 3 sec, single break trip free breaker mounted on a
integral truck carriage, fully interlocked rack in & rack out
mechanism, featured with mechanical ON & OFF with
hand trip device, Spring release coil, 2 nos shunt fast trip
coil, copper contact.
One set of fully comparmentalized sheet steel enclosure
with automatic safety shutter, independent pressure
ii discharge flap along with heat shrinkable PVC sleeved
1250 Amps copper busbar, foundation bolts etc. cable
from rear bottom side of the panel.
3 Nos. 33KV Multi Core Resin cast CT with ratio 200-100/5-
5A, 15VA per phase.
Core 1: CLASS-0.5s,ISF<5
Core 2: CLASS-5P10,ISF<5
1 No. 33kV 3 phase PT with ratio 33000/√3,100VA/Phase,
CL 0.5s for metering on backed by HT & LT fuses. Line PT
fixed type or draw out type.
Breaker Panel Indication Lamps
One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring
ii RYB phase indicator
iii Breaker test position Indicator
iv Breaker service position indicator
Switches & other accessories
i DC On/Off Switch
ii AC On/Off Switch
iii Heater with heater switch & thermostat
iv Miliamp Ammeter for space heater
v Cubical illumination Lamp
vi 15A, 230V, 3 pin plug & socket & MCB
vii Door switch, 2 Amp, 1 I/O
viii Local Remote (LR) Switch
PT selector switch with pistol grip handle, 4 NO+4NC,
x Emergency mechanical ON/Off push button
xi 02-way Switch for Lilo arrange with Key
xii TTB for TVM & MFM satech
xiii TTB for protection circuit
xiv Annunciator-8W
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
xv Hooter/Buzzer for (Trip/Alarm)
i TVM Cl .5S 3P4W with RS 485 port
ii MFM CL 0.5S 3P4W with RS 485 port
One (1) Set of Multifunctional numerical directional relay
i with RS485 Communication Compatibility & protection.
ii Mater Trip Relay - 86
iii U/V & O/V Relay - 27-59
iv Trip Circuit Supervison relay - 95
Fibre glass slot on front & back of the each panel with
v minimum dimension of 85mm*150mm shall be provided
for feeder naming
Other Accesoories:
1 No. wall mounted tool handling box
1 No.rack in rack out handle & key for each set of panel.
1 no. breaker handling trolley with each set if circuit
breaker is not mounted on an integral truck carriage
1 No. PT rackout trolley
MREE-1 33 KV HT PANEL as described above. Set 1 1006546 1006546.00
11 KV H.T PANEL (IN 33/11 KV ESS) (5 PANEL BOARD
Supply, delivery, erection, testing and commissioning of a
11 KV switchgear. The 11 KV, 25kA for 3 sec 800 A, 3
phase, 50 Hz indoor type free standing, floor mounted,
totally enclosed, single copper busbar, fully
compartmentalized, horrizontal draw out type & fully
interlocked Vaccum circuit breaker (VCB) as per IEC
62271-100/200/IS 13118, single break free breaker
mounted on a integral truck carriage, fully interlocked rack
in rack out mechanism, featured with mechanical ON &
OFF indicator with hand trip device, Spring release coil,
two nos. shunt trip coil, air insulated metal clad indoor
vaccum circuit breaker as per IS 13118(1991)/IEC-60056
type switch gear shall be delievered complete with all
accessories, equipment instruments and wiring for making
1.0 the equipment complete and for warranting a trouble free
safe operation. All the equipments shall be suitable for
satiscfactory operation in tropical climate & drt dust laden
atmosphere. The equipments shall be able to withstand
wide range of temp. variation. All the
parts/appratus/equipment supplied shall comply in all
respect with the equipment of indian electricity rule 1956,
relevant IS & latest amendment thereof during execution
of work. Panel shoul be fully comparmentalized sheet steel
enclosure floor mounting type with automatic safety
shutters, independent pressure discharge flag along with
shrinkable PVC sleeved 800 Amps copper busbar,
foundation bolts etc. The panel shall be complete with
cable termination arrangement for incoming & outgoing
XLPE, 11 kV (E) cables. The panel shall comprise of the
a) Each Module shall have Front & Back Door Interlock
b) Panel shall be Floor Rolled trolley Design.
c) Short Circuit Rating shall be for 3 Seconds.
d) Relays shall be Numeric Type.
Panel should be Internal Arc Typed Test for 25kA for 0.1
Panels shall be suitable for loss of service continuity LSC
f) 2B. Safety shutters complying with IEC-62271-200
g) Panels shall be of Scada Compatible
5 Panel Board (Indoor Type)
Incoming (1 No.):
Each panel will be equiped with the following:
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
One No. Indoor type free standing floor mounted metal
clad totally enclosed, single busbar, fully
compartmentalized, draw out type & fully interlocked VCB
i for 3 sec, single break trip free breaker mounted on a
integral truck carriage, fully interlocked rack in & rack out
mechanism, featured with mechanical ON & OFF with
hand trip device, Spring release coil, 2 nos shunt fast trip
coil, copper contact.
One set of fully comparmentalized sheet steel enclosure
with automatic safety shutter, independent pressure
ii discharge flap along with heat shrinkable PVC sleeved 800
Amps copper busbar, foundation bolts etc. cable from rear
bottom side of the panel.
3 Nos. 11KV Multi Core Resin cast CT with ratio 150-75/5-
5-1A, 15VA per phase.
Core 1: CLASS-0.5s,ISF<5
iii Core 2: CLASS-5P10,ISF<5
Core 3: CLASS-PS, ISF<5
1 No. 11kV 3 phase PT with ratio 11000/√3,100VA/Phase,
CL 0.5s for metering on backed by HT & LT fuses. Line PT
iv fixed type or draw out type.
Breaker Panel Indication Lamps
One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring
ii RYB phase indicator
iii Breaker test position Indicator
iv Breaker service position indicator
Switches & other accessories
i DC On/Off Switch
ii AC On/Off Switch
iii Heater with heater switch & thermostat
iv Miliamp Ammeter for space heater
v Cubical illumination Lamp
vi 15A, 230V, 3 pin plug & socket & MCB
vii Door switch, 2 Amp, 1 I/O
viii Local Remote (LR) Switch
PT selector switch with pistol grip handle, 4 NO+4NC,
x Emergency mechanical ON/Off push button
xi 02-way Switch for Lilo arrange with Key
xii TTB for TVM & MFM satech
xiii TTB for protection circuit
i TVM Cl .5S 3P4W with RS 485 port
ii MFM CL 0.5S 3P4W with RS 485 port
One (1) Set of Multifunctional numerical direction relay with
i RS485 Communication Compatibility & protection.
ii Mater Trip Relay - 86
iii U/V & O/V Relay - 27-59
iv Trip Circuit Supervison relay - 95
v Numerical Differential & LV REF relay-64 & 87T
Fibre glass slot on front & back of the each panel with
vi minimum dimension of 85mm*150mm shall be provided
for feeder naming
Outgoing (4 No.):
Each panel will be equiped with the following:
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
One No. Indoor type free standing floor mounted metal
clad totally enclosed, single busbar, fully
compartmentalized, draw out type & fully interlocked VCB
i for 3 sec, single break trip free breaker mounted on a
integral truck carriage, fully interlocked rack in & rack out
mechanism, featured with mechanical ON & OFF with
hand trip device, Spring release coil, 2 nos shunt fast trip
coil, copper contact.
One set of fully comparmentalized sheet steel enclosure
with automatic safety shutter, independent pressure
ii discharge flap along with heat shrinkable PVC sleeved 800
Amps copper busbar, foundation bolts etc. cable from rear
bottom side of the panel.
3 Nos. 11KV Multi Core Resin cast CT with ratio 300-150/5-
5-1A, 15VA per phase.
Core 1: CLASS-0.5s,ISF<5
Core 2: CLASS-5P10,ISF<5
Breaker Panel Indication Lamps
One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring
ii RYB phase indicator
iii Breaker test position Indicator
iv Breaker service position indicator
Switches & other accessories
i DC On/Off Switch
ii AC On/Off Switch
iii Heater with heater switch & thermostat
iv Miliamp Ammeter for space heater
v Cubical illumination Lamp
vi 15A, 230V, 3 pin plug & socket & MCB
vii Door switch, 2 Amp, 1 I/O
viii Local Remote (LR) Switch
PT selector switch with pistol grip handle, 4 NO+4NC,
x Emergency mechanical ON/Off push button
xi 02-way Switch for Lilo arrange with Key
xii TTB for TVM & MFM satech
xiii TTB for protection circuit
xiv Annunciator-8W
xv Hooter/Buzzer for (Trip/Alarm)
i TVM Cl .5S 3P4W with RS 485 port
ii MFM CL 0.5S 3P4W with RS 485 port
One (1) Set of Multifunctional numerical directional relay
i with RS485 Communication Compatibility & protection.
ii Mater Trip Relay - 86
iii U/V & O/V Relay - 27-59
iv Trip Circuit Supervison relay - 95
Fibre glass slot on front & back of the each panel with
v minimum dimension of 85mm*150mm shall be provided
for feeder naming
Other Accesoories:
1 No. wall mounted tool handling box
11 No.rack in rack out handle & key for each set of panel.
2 no. breaker handling trolley with each set if circuit
breaker is not mounted on an integral truck carriage
1 No. PT rackout trolley
11 KV H.T PANEL (IN 33/11 KV ESS) (5 PANEL BOARD
1I/C, & B/A & 5 O/G) as described above.
1.3 MREE-3 11 KV H.T PANEL (COMMON SERVICES)
a) Each Module shall have Front & Back Door Interlock
b) Panel shall be Floor Rolled trolley Design.
c) Short Circuit Rating shall be for 3 Seconds.
d) Relays shall be Numeric Type.
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Panel should be Internal Arc Typed Test for 25kA for 0.1
Panels shall be suitable for loss of service continuity LSC
f) 2B. Safety shutters complying with IEC-62271-200
g) Panels shall be of Scada Compatible
2.0 POWER TRANSFORMER 3 MVA
Design, manufacture, supply, installation, testing and
commissioning at site of 2500 kVA (2.5MVA), 33/11KV, 3
phase, 50 Hz, delta/star connected, Oil cooled ( ONAN)
Power transformer complete with all fittings and
accessories, On Load Tap Changer, diagram & rating
MREE-3 plate, winding temperature indicator and wiring upto Each 1 5688410 5688410.00
marshalling box, lifting lugs, HT cable box, LT cable
connection etc. Losses & Impedance -As per standerds.
Including all accessories required and as per Technical
specification. The losses of the transformer as per IS 2026
Voltage Ratio : 33/11KV
Vector Group : Dyn11
Tap Range (On Load] : +7.5% to -15% step of
Insulation Class : 'A'
Terminal arrangement (HV) : Bare Bushing
Terminal arrangement (LV) : Cable Box
Fitting Accessories
Conservator with oil level gauge and filling hole with cap.&
Under carriage with four bi-directional rollers.
2 Nos. Earthing terminals.
1 No, Drain cum bottom valve with plug.
1 No, Top filter valve with plug.
Plain Oil Level gauge
Rating and diagram plate.
Air release plug.
Pressure Relief Device.
Thermometer Pocket.
Pulling/Haulage Lugs
Pressed Steel Radiators (Detachable).
Double Diaphragm Explosion Vent.
Oil Temperature Indicator with A/T contacts.
Winding Temperature Indicator with A/T contacts.
Magnetic Oil Gauge with A/T contacts.
Buchholz relay with A/T contacts.
Double Filament Marshaling box with control cables
Silica gel breather.
First filling of Transformer Oil as per IS:335
RTCC Panel with AVR
3.0 DISTRIBUTION TRANSFORMERS
100 KVA 11/0.433KV TRANSFORMER FOR 33/11 KV
Design, manufacture, supply, installation, testing and
commissioning at site of 100 kVA, 11/0.433KV, 3 phase,
50 Hz, delta/star connected, Outdoor (ONAN) type
transformer complete with all fittings and accessories, Off
Load Tap Changer, diagram & rating plate, winding
temperature indicator, OIL temprature indicator and wiring
upto marshalling box, lifting lugs, HT cable box, LT cable
connection etc. including all accessories required and as
per Technical specification.
The losses of the transformer shall be as per IS 1180
Voltage Ratio : 11/0.433KV
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Vector Group : Dyn11
Tap Range (On Load] : +5% to -5% step of 2.5%
Insulation Class : 'A'
Terminal arrangement (HV) : 3C x 50 Sqmm (11 kV)
Terminal arrangement (LV) : LT Cable Box (Suitable for 1
Nos.Run 3.5C x 120 Sqmm.)
4.1 MREE-5 LT PANEL FOR 33/11 KV ESS
Supply, installation, testing & commissioning of cubical
type LT panel suitable for 415V, 3 phase, 4 Wire 50 Hz AC
supply system fabricated in compartmentalized
(preferably) design from CRCA sheet steel of 2 mm thick
for frame work & covers, 3mm thick for gland, plates i/c
cleaning & finishing complete with 7 tank process for
power coating in approved shade, extensible type TPN
aluminium alloy busbar of high conductivity, DMC/SMC
bus bar of high conductivity, DMC/SMC bus bar supports,
with short circuit withstand capacity of 25kA for 1 second,
bottom base channel of MS secton not less than 100 mm x
50 mm x 5 mm thick, fabrication shall be done in
transportable sections, entire panel shall have common
copper earth bar of size 25 mm x 5 mm at the rear with 2
nos. earth stud, solid connections from main busbar to
switch gears with required size of Al. bus bars and control
wiring with 2.5sqmm PVC insulated copper conductor S/C
cable, cable alleys, cable gland plates in two half, i/c
providing following switch gears.
A INCOMER FROM 100 KVA TRANSFORMER
1 No. of 200 A, 4P Mircroprocessor based MCCB with
O/L, S/C & E/F protection.
1 Sets - digital multifunction meter (showing harmonics
along with all other electrical parameters such as voltage,
current, Hz, KW, KWHr, PF.) with RS 485 port with
matching cast resin CT's
1 Sets - 0-500V, digital Voltmeter with selector switch, 3
No. phase indicating LED lamp to show the incoming
power with control SP MCB.
1 Sets indicating LED lamps for MCCB On/Off/ Trip with
protective SP MCB's.
250A 4P Contactor
B INCOMER FROM 62.5 KVA DG Set.
1 No. of 200 A, 4P Mircroprocessor based MCCB with
O/L, S/C & E/F protection.
1 Sets - digital multifunction meter (showing harmonics
along with all other electrical parameters such as voltage,
current, Hz, KW, KWHr, PF.) with RS 485 port with
matching cast resin CT's
1 Sets - 0-500V, digital Voltmeter with selector switch, 3
No. phase indicating LED lamp to show the incoming
power with control SP MCB.
1 Sets indicating LED lamps for MCCB On/Off/ Trip with
protective SP MCB's.
200A 4P Contactor
TPN aluminium bus bars of minimum of 250 Amps
capacity with heat shrinkable coloured sleeves and i/c
DMC/SMC bus bar cross section, size supports & their
ii) AMF For Auto D.G. Supply ON & Trip & Off as Required
i) 3 Nos. 100A 4P MCCB(18kA)
ii) 3 Nos. 40A 4P MCB(10kA)
iii) 1 Nos.25A TPN MCB (10kA)
MREE-5 LT Panel as described above. Each 1 315000 315000.00
5.0 110V BATTERY BANK WITH BATTERY CHARGER
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Supply, installation testing & commissioning of 24V DC
power backup with Battery bank with 2V each 55 nos.
MREE-6 200AH batteries along with stand, DC cables & battery Set 1 110000 110000.00
charger for 24V DC supply for Substation
equipments/relay.
11KV SF6 METAL ENCLOSED, OUTDOOR RING MAIN
Supply, Installation of panel board fabricated out of
minimum 2 mm thick sheet steel as per specifications.
The 11kV VCE panel extensible with 2 nos. isolators
incomers and 1 nos. SF6 VCE outgoing feeders. The
MREE-7 panel shall be complete with cable termination
arrangement suitable for incoming and outgoing each 1
run x 3C x 120 Sqmm XLPE 11 KV cable and copper bus
bar arrangement. The panel shall comprise of the
2 Incomers & 1 outgoing panel each having following:
Outdoor Metal enclosed Fixed type Vacuum Circuit
Breaker, 11 KV, 3 Phase, 50Hz, AC, rating 630A,
rupturing capacity 20kA, Manual Spring charged by motor
with hand charging facility, Closing Mechanism- 1 No. 11
KV/rt3 / 110V, C.T. 25/5A, CL.- 5P20,15VA, for protection
like O/C+E/F etc. and necessary control accessories, with
IDMT relay 3-O/C + Instantaneous and earth fault +
Instantaneous Master Trip, Auxiliary relay for Winding
Temp. protection, push bottons, breaker control switch &
suitable cable box for incoming & outgoing cables
complete in all respect as per technical specification
MREE-7 RMU panel described as above Set 4 1140000 4560000.00
Total Amount of HT- pannel 14336120.00
Total Amount of HT- pannel 14336120.00
A SUB HEAD II- DG SET:
PROVIDING, INSTALLING, TESTING AND
1.0 MREE-8 COMMISSIONING OF 'SILENT TYPE' DIESEL
GENERATING SET:-
Supply, installation, testing and commissioning of following
rating, 415 V, 3 Phase, 4-Wire, 50 Hz at 0.8 p.f. silent
diesel generator set with acoustically treated canopy
suitable for AMF/Manual operation with Radiator cooling,
alternator, of suitable rating 415 Volts at 1500 RPM, 3
phase, 50Hz AC supply with 0.80 lagging power factor at
40°C 50% RH & at 1000 Mtrs. MSL, 24 V batteries,
charger with battery leads,one day fuel Tank(Capacity as
per manufacturer standard),Residential silencer and AVM
Pads, all accessories as specified in the specifications,
including first fill of lube oil providing common base plate,
anti vibration isolators, cable termination adopter box, drip
trays, foundation bolts, glands, nuts etc. as required for a
complete installation.
DG Sets shall include one day fuel tank (990 liters/as per
design) for each D.G. set. The day fuel tank shall be
fabricated out of 2 mm thick MS sheets and shall include
the cost of removable cover with locking arrangement, the
cost of painting, the cost of providing all the required
appurtenances like inlet & outlet connection, float valves,
drain connection, mechanical oil level indicator and low
level/high level alarms and the cost of support
arrangement etc. complete as per specification and as
required. The Alternator overload capacity shall not be less
than 110% of rated capacity for 1 hour in every continuous
running of 12 hours. The DG Set shall be mounted on a
fabricated rigid common base frame with anti-vibration
mountings to provide at least 98% vibration isolation. The
DG set shall include all accessories, fittings, instruments
and standard tool kit complete as per specification and as
required including control cabling
Radiator cooling system.
Fly Wheel to suit flexible/rigid coupling with guard.
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Electronic Governor.
Air Cleaner with Vacuum Indicator.
Fuel and Lub Oil Filter.
By pass filter.
Corrosion inhibitor coolant.
Fuel Pump PT Type.
Electric Starter 24 Volts DC.
Battery Charging Alternator with Built-in-regulator - 24
Volts, 30 Amps. With MS battery stand complete with
insulated mattings and instrument panel comprising of
switch with key & battery charging voltmeter.
Residential Silencer (as per latest CPCB norms including
baffle plates and 75mm thick glass/mineral wool insulation
complete with wire mesh chicken mesh and 26 gauge
aluminium cladding from engine upto silencer, supporting
arrangement complete as required). with dry exhaust
i) Expansion below fabricated out of SS sheet.
ii) Flue pipe of required size from DG set flue outlet upto
Lube oil pressure gauge
Water temperature gauge
Safety control for low lube oil pressure
Over speed and high cooling temperature with indication
and tripping etc.
Alternator insulation Class "H" suitable to withstand
tropical conditions.
Fabricated rigid common base frame with anti-vibration
Vibration Isolator
Adaptor box and extension of busbars for aluminium cable
termination/bus duct insulation as required.
Lub Oil Cooler.
Flexible Pipe joints for Silencer.
Anti Vibration Pads.
Droop setting for the synchronization.
Naturally aspirated turbocharger as per manufacturer's
specifications.
suitable ACOUSTIC ENCLOSURE Rediator cooled diesel
Rating of DG Sets as Follows :-
MREE-8 100 KVA D.G. Set (open type) Nos. 1 13 32 808 1332808.00
Supply of following size of exhaust piping with MS pipe 6
mm thick complete with necessary bends, flanges etc.
MREE-9 and insulated with 75mm thick. Rock wool slabs
(96kg/cubic mtr. Density) & cladded with 24 gauge AL
sheet as required. Painting Scheme as per Railway
standard painting scheme, complete in scope of vendor.
b) Supply of SS Bellow 100 mm dia EACH 1 5307 5307.00
Providing of insulation material for Silencers (including
the supply & installation of silencers )
1.0 MREE-11 VOLTAGE STABILISER
Input voltage 340V - 460V
Supply, testing & commissioning of following, 3 phase
natural oil cooled, rolling contact / linear type automatic
voltage controller suitable for outdoor/indoor installation
with automatic voltage correction rate of 8-10V/sec,
consisting of regulator, Automatic control gear complete
with all fittings such as lifting lugs, rating plate, earthing
terminals, cable box etc. complete as required The Servo-
voltage stabilizer shall have following provisions.
RATING - 100KVA
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Output voltage 400V + 1%, 3 PH 50Hz
Efficiency (approx.) 99%
Ambient Temp. – 10 Deg. C to 50 Deg. C.
Suitable for 100% continuous cycle
Suitable for unbalanced load & balanced incoming supply.
Protection & Indications
MCCB at output terminal
Overload & short circuit protection.
Analog / Digital type voltmeter/phase with protection fuse
& ON/OFF switch.
Analog/ Digital type Ammeter/ phase & ON/OFF switch.
Auto / Manual control arrangements.
Selector switches, PB and adjustable potentiometer as
Cable boxes at both ends.
Note: Bidder shall be submit filled technical data sheet
along with bid as provided with quotation.
Total Amount of DG Set 1972636.00
Total Amount of DG Set 1972636.00
C SUB HEAD III- EARTHING :
1 5.4 GI Plate 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 Set 30 7 472 224160.00
metre long etc. with charcoal/ coke and salt as required.
2 5.6 Copper Plate Earthing
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 Set 4 13 838 55352.00
of 2.7 metre long etc. with charcoal/ coke and salt as required.
3 5.8 P/ F 25 mm x 5 mm Copper Strip
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre
below ground as strip earth electrode, including connection/
terminating with nut, bolt, spring, washer etc. as required. Mtr. 100 972 97200.00
(Jointing shall be done by overlapping and with 2 sets of brass
nut bolt & spring washer spaced at 50mm)
4 5.9 S/ L 25 mm x 5 mm GI Strip
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre
below ground as strip earth electrode, including connection/
terminating with G.I. nut, bolt, spring, washer etc. as required. Mtr. 750 144 108000.00
(Jointing shall be done by overlapping and with 2 sets of G.I. nut
bolt & spring washer spaced at 50mm)
5 5.14 P/ F 25 mm x 5 mm Copper Strip
Providing and fixing 25 mm X 5 mm copper strip on surface or in
recess for connections etc. as required.
6 5.15 S/ L 25 mm x 5 mm GI Strip
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in
recess for connections etc. as required.
7 5.18 P/ F 6 SWG Loop Earthing Wire in Surface/ Reccess
Providing and fixing 6 SWG dia G.I. wire on surface or in recess
for loop earthing along with existing surface/ recessed conduit/ Mtr. 100 42 4200.00
submain wiring/ cable as required.
Supplying, fixing, testing and commissioning of following bare
8 MREE-12 Copper/ GI flat including all necessary fixing accessories and
effecting connections.
8.1 (i) 50 mm x 6 mm thick Cu flat RM 50 1 650 82500.00
8.2 (ii) 32 mm x 6 mm thick Cu flat RM 10 1 250 12500.00
8.3 (iii) 50 mm x 6 m thick GI flat RM 10 510 5100.00
8.4 (iv) 25 mm x 6 m thick GI flat RM 10 320 3200.00
Supply and laying medium class GI pipe under road/paved
9 MRSE-1 areas/wall crossing etc. including earth excavations refilling,
ramming and making good as approved.
150 mm dia GI pipe RM 10 1 965 19650.00
Providing, laying and fixing following dia RCC pipe NP2 class
(light duty) in ground complete with RCC collars, jointing with
10 14.14 cement mortar 1:2 (1 cement : 2 fine sand) including trenching
(75 cm deep) and refilling etc as required
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Supplying and laying of following size DWC HDPE pipe ISI
marked along with all accessories like socket, bend, couplers
11 14.16 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
Total Amount of Earthing 1701162.00
Total Amount of Earthing 1701162.00
D SUB HEAD IV- SUB STATION SAFETY EQUIPMENTS
Supplying of Rubber hand gloves suitable for 33/11/0.433 kV.as
per IS Standard
Supplying and fixing of Shock treatment chart both in Regional,
MREE-14 Hindi & English.and framed with 5mm thick glass as required.as Each 10 275.00 2750.00
per IS Standard
Supply & fixing HT danger notice plate of 250 mm x 200mm,
made of mild steel sheet of at least 2mm thick & vitreous
MREE-15 enamelled white on both sides and with inscription in signal red Each 6 292.00 1752.00
colour on front side as required. (11/0.433 kV)as per IS Standard
Supply & fixing MV danger notice plate of 200 mm x 150mm,
made of mild steel sheet of at least 2mm thick & vitreous
MREE-16 enamelled white on both sides and with inscription in signal red Each 28 269.00 7532.00
colour on front side as required.as per IS Standard
Supply of First aid box containing material as prescribed by St.
MREE-17 John Ambulance brigade OR Indian Red Cross conforming to IS Each 2 768.00 1536.00
2217-1963 complete as required.
Supply and fixing of 11/0.433KV grade class C nominal 3.0 mm
+ 10% thick insulated wit 1 mtr wide synthetic Mat conforming to
IS 15652:2006 and meeting the requirments of IS 5216 (Part 1, 2
MREE-18 & 3) IS 8437, IEC-179 Pub-1, along-with suitable adhesive / RM 10 920.00 9200.00
chemibound, PU resin, waterproffing compound and celing
material as per recommendition of the manufacturaer and as
per specifications and direction of Engineer-in- charge.
Providing Single Line Diagram on 5mm thick Aluminium sheet in
A0 Size duly laminated.as per IS Standard
Providing Single Line Diagram on 5mm thick Aluminium sheet in
A1 Size duly laminated.as per IS Standard
Providing and fixing HT Danger notice plate of 200mm x 150mm,
made of mild steel, at least 2mm thick, at vitreous enameled
white on both sides, and with inscription in single red colour on
front side as required.as per IS Standard
(i) Caution board printed in signal red "Man on Line". Each 20 590.00 11800.00
(ii) Caution board printed in signal red "Don’t switch on". Each 20 590.00 11800.00
Total of Subhead-IV : SUB STATION SAFETY EQUIPMENTS
SUPPLY, INSTALLATION, TESTING &
1 COMMISSIONING OF POLE & EXTERNAL LIGHTING
9.0 mtr. (Octagonal) Street Lights Poles including the
cost of providing 600mm dia 6 mm thick MS plate welded
to the base of the pipe and including digging and including
the cost of masonry base pedstal built with 1:3:6 concrete
(1 cement, 3 coarse sand and 6 graded stone aggregate
40 mm nominal size) provided with a 200 mm x 150 mm x
100 mm deep looping cable box recessed in the base
pedestal/ surface mounted fabricated from 14 SWG MS
1.3 MREE-22 sheets with hinged gasketted lockable door, terminal block
for incoming and outgoing PVCA cables, 16 amps SP
MCB, 2 Nos. suitable length 50mm dia PVC pipe for
incoming and outgoing cables and including the cost of
painting, wiring, in pole from terminal block upto the light
fittings with 2 x 2.5 sq.mm copper conductor 1100 volt
grade PVC insulated wires alongwith loop earthing with 1
no. 8 SWG GI wire, earth stud etc. complete as required
1.3a Single Arms Nos 13 15,490 201370.00
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Totally enclosed Pure White Philips Solar Street light min.
120W Street Light luminaire, Efficiency not less than 110
lumens/watt with lenses, the operating CCT shall be 5700-
6500K with CRI of ≥70. consisting of High-quality Pressure
die-cast aluminum housing LM6 alloy, heat resistant
toughened glass/polycarbonate cover, IP 66, with 4 kV
surge protection minimum suitable for operation 230+/-
10%, 50 Hz Ac supply with all accessories compete wiring
from junction box to lights as required as required
2 External Lighting Feeder Pillar
One number TPN incomer feeders comprising of 100A TP
2.1 MREE-24 MCCB with isolable neutral and ON indication,
One set of TPN, Al. bus bar rated 150 Amps (after
considering necessary deratings of 75%) for phases and
neutral for half capacity of phases.
The outgoing feeders are as follows :
2 Nos. 32A TPN feeders each having one no. 25A TP
MCB's with isolable neutral, contactor & 24 hour real timer
for auto switching of load.
2 Nos. 25A SPN feeders each having one no. 25A DP
MCB's with isolable neutral, contactor & 24 hour real timer
for auto switching of load.
4 Nos. 40A TPN feeders each having one no. 40A TP
MCB's "C-Curve " with isolable neutral.
4 Nos. 40A SPN feeders each having one no. 40A DP
MCB's "C-Curve " .
1 set of complete wiring
Supplying,Receiving, fixing, testing & commissioning
of above described Panel
3 LT CABLE AND END TERMINATION
Supply of following sizes of XLPE insulated PVC sheathed
MREE-25 armoured Copper conductor cable of 1.1 KV grade
3.1 (i) 3 core x 2.5 Sq mm AL conductor armoured cable. M 200 124.00 24800.00
3.2 (ii) 4 core x 10 Sq.mm. AL conductor armoured cable. M 1000 295.00 295000.00
3.3 (iii) 4 core x 6 Sq.mm. AL conductor armoured cable. M 250 215.00 53750.00
Laying of one number additional PVC insulated and PVC
sheathed / XLPE power cable of 1.1 KV grade of following
size direct in ground in the same trench in one tier
horizontal formation including excavation and refilling the
trench etc as required, but excluding sand cushioning and
protective covering.
Supply and making end termination with brass
compression gland and copper lugs for following size of
XLPE insulated and PVC sheathed aluminium conductor
cable of 1.1 KV grade as required.
3.7 (iii) 4 core x 6 Sq.mm. Cu Each 20 178.00 3560.00
Providing and fixing following size of GI strips/ GI wire etc.
5 on surface or in recess for connections, including GI
clamps etc. as required.
Providing and fixing 25 mm X 5 mm G.I. strip on surface or
in recess for connections etc. as required.
Providing and fixing 6 SWG dia G.I. wire on surface or in
recess for loop earthing as required.
Total of Subhead-VIII : EXTERNAL LIGHTING 1823845.00
F SUB HEAD VI- HT CABLES :
Laying of one number PVC insulated and PVC sheathed /
1 8.3 XLPE power cable of 11 KV grade of following size in the
existing RCC/ HUME/ METAL pipe as required.
1.2 8.3.2 Above 120 sq. mm and upto 400 sq. mm Metre 50 134 6700.00
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Laying of one number PVC insulated and PVC sheathed /
XLPE power cable of 11 KV grade of following size in the
existing masonry open duct as required.
2.2 8.4.2 Above 120 sq. mm and upto 400 sq. mm Metre 10 115 1150.00
Laying of one number PVC insulated and PVC sheathed /
XLPE power cable of 11 KV grade of following size direct
3 8.1 in ground including excavation, sand cushioning,
protective covering and refilling the trench etc as required.
3.2 8.2.2 Above 120 sq. mm and upto 400 sq. mm Metre 900 577 519300.00
4 MREE-27 Supply of 11 KV HT Cable
Supply of following sizes of 11 KV cables conforming to
the data given below:
Guaranteed Technical Particulars for 11 KV Cables
Material : Aluminum
Shape : Circular compacted
Type : Stranded
Material : XLPE
Material : FRLS PVC
Type : Extruded
Material : FRLS PVC
Drum Length : As per Site requirement
4.1 (i) 3 C x 300 Sq.mm XLPE HT cable (Unearthed) RM 985 5 005 4929925.00
4.2 (ii) 3 C x 120 Sq.mm XLPE HT cable (Unearthed) RM 50 2 400 120000.00
5 HT Cable Termination
Supplying and making indoor cable end termination with
heat shrinkable jointing kit complete with all accessories
10.4 including lugs suitable for following size of 3 core, XLPE
aluminium conductor cable of 11 KV grade as required :
Supplying and making straight through cable jointing with
heat shrinkable jointing kit complete with all accessories
6 10.6 including ferrules suitable for following size of 3 core,
XLPE aluminium conductor cable of 11 KV grade as
7 MREE-28 Supply of 33 KV HT Cable
Supply of following sizes of 33 KV cables conforming to
the data given below:
Guaranteed Technical Particulars for 33 KV Cables
Material : Aluminum
Shape : Circular compacted
Type : Stranded
Material : XLPE
Material : FRLS PVC
Type : Extruded
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
Material : FRLS PVC
Drum Length : As per Site requirement
(i) 3 C x 240 Sq.mm XLPE HT cable (earthed) RM 50 4 919 245927.50
2.2 HT Cable Termination
Supplying and making indoor cable end termination with
heat shrinkable jointing kit complete with all accessories
10.4 including lugs suitable for following size of 3 core, XLPE
aluminium conductor cable of 33 KV grade as required :
Supplying and making outdoor cable end termination with
heat shrinkable jointing kit complete with all accessories
10.8 including lugs suitable for following size of 3 core, XLPE
aluminium conductor cable of 33 KV grade as required :
Total Amount describe as above 6296659.50
Total Amount describe as above 6296659.50
Digitally signed by Om Prakash
S. No. SOR/DSR/M DESCRIPTIONS UNIT QTY. RATE AMOUNT
H SUB HEAD VII- CABLES, MAINS AND SUB MAINS :
Supply, laying. Testing & commissioning of the following sizes of
1.1 kv FRLS multicore aluminium conductor XLPE insulated and
PVC sheathed armoured cable as per IS: 7098:1988 (Part‐I) with
upto date amendments. on the surface of wall or on existing
cable trays or in existing pipes/ready made cable trenches etc.
b (ii) 3.5CX150 SQMM AL Meter 50 1 320 66000.00
c (iii) 3CX6SQMM AL Meter 10 234 2340.00
d (iv) 3CX35SQMM AL Meter 50 502 25100.00
e (v) 4CX25SQMM AL Meter 50 415 20750.00
Supply, laying. Testing & commissioning of the following sizes of
1.1 kv FRLS multicore copper conductor XLPE insulated and
PVC sheathed armoured cable as per IS: 7098:1988 (Part‐I) with
upto date amendments. on the surface of wall or on existing
cable trays or in existing pipes/ready made cable trenches etc.
e (i) 2CX10SQMM Cu Meter 10 666 6660.00
F (ii) 2CX6SQMM Cu Meter 10 350 3500.00
SITC of indoor end termination with brass single compression
gland (Heavy duty type) and Aluminium/Cu lugs for following size
of PVC insulated and PVC sheathed / XLPE aluminium/copper
conductor armoured cable of 1.1 KV grade as required.
Supplying and making indoor end termination with flame proof
brass compression gland (Heavy duty type) and Aluminium/Cu
3.4 MREE-31 lugs for following size of PVC insulated and PVC sheathed /
XLPE aluminium/Cu conductor armoured cable of 1.1 KV grade
e (i) 3CX35 SQMM AL, FS Nos. 8 480 3840.00
i (ii) 3CX6SQMM Cu, FS Sets 12 565 6780.00
Total Amount describe as above 330820.00
Total Amount describe as above 330820.00
Sub-Total Amount of External Electrical work 26520365.50
Sub-Total Amount of External Electrical work 26520365.50
Grand Total Amount of BOQ ( 6,67,70,868.00 ) 66770868.00
Grand Total Amount of BOQ ( 6,67,70,868.00 ) 66770868.00
Digitally signed by Om Prakash
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