DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount

A. Sanitary Fixture & C P Fittings (Fixing Only)

B. Soil, Waste, Vent & Rain Water Pipe

Note: Quoted rate should be inclusive of painted structural support, clamps,

fasteners, etc.

Providing, fixing, jointing, testing and commissioning hubless pipe conforming to IS-
15905/ EN-877 with SS coupling and EPDM gasket, cut to required lengths including
all necessary fittings and specials, bends, junctions, offsets, access pieces (plain or
door of LH/RH/REAR) enlargers, inverted branches, clean out plug,door horn bends,
plug & vent cowl, S.S shielded coupling with EPDM rubber gasket, fixing at
1
wall/ceiling/floor level supported by galvanized steel clamps & hangers, structural
support, painting of supports, pipes and fitting with two coats of enemal paint over a
coat of primer after surface preparation as per manufacturer, cutting and making
good , chases/holes in floors/wall /slab etc. complete in all respect. (For soil, waste
and Vent & rain water pipes running at basement ceiling)
1.1 75 mm dia RM 225
1.2 100 mm dia RM 427 285 121695
1.3 150 mm dia RM 671 468 314028
1.4 200 mm dia RM 1102 720 793440 771.9 140 911.9 555768 100800 656568

Providing, fixing, jointing, testing and commissioning of ISI marked uPVC SWR pipes
for soil, waste, rain water & vent pipes, conforming to IS : 13592, including all
neccessary specials and fittings i.e. bends, door horn bend, tees, junctions of any
degree (with or without doors LH/RH/Rear as per site), reducers, couplers, clean out
2
clamps, rubber rings,clean out plugs, cowl, etc. fixing at wall/ ceiling/ floor level
supported by GI clamp, jointing with solvent cement/ rubber tyton as per site condition,
fasteners, painted structural support and hangers, etc. including cutting walls and
floors and making good as required. (Loose collar will not be permitted)
2.1 75 mm OD (Type-A) for Vent & RWP RM 1985 215 426775 1205.5 45 1250.5 259182.5 9675 268857.5

2.2 110 mm OD (Type-A) for RWP RM 2094 282 590508

Against Installation 282 1016.4 76 1092.4 286624.8 21432 308056.8

2.3 160 mm OD (Type-A) for RWP RM 649 455 295295 511.7 511.7 232823.5 232823.5

2.4 110 mm OD (Type-B) for Soil/Waste Pipe RM 7509 283 2125047 3858.2 3858.2 1091870.6 1091870.6

2.5 160 mm OD (Type-B) for Soil/Waste Pipe RM 690 455 313950 1111.1 101 1212.1 505550.5 45955 551505.5

Providing & fixing UPVC pipes 6Kg/cm2 (IS 4985- 1983) including injection moulded
fitting wherever required e.g. tees & bends of any degree, clamps, couplings,
threaded or plain MT or FT adopters, plugs, unions etc trimming to proper size and
3
jointing with solvent cement including cutting and making good the floors and walls
wherever required complete as per site. (For branch lines from FD, WB, Urinal and
branch vent, Rain water pipes)
3.1 40 mm OD RM 137 150 20550

3.2 50 mm OD RM 270 150 40500

3.3 110 mm OD (For RWP & Basement Drain) RM 66 250 16500

3.4 200 mm OD (For Soil/ Waste ,RWP & Basement Drain ) RM 1128 450 507600 491.3 491.30 221085 221085

135
DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount

Providing and constructing masonry chamber of internal size 30X30X 45 cm average

depth in cm with 75 class designation brick work in cement mortar 1:4 with DI cover
and frame of size 300x300mm of weight not less than 8 kg fixed in cement concrete
1:2:4, including, P.C.C screed of 50mm thick in cement concrete 1:2:4 inside the
15 Each 7 3500 24500 12 12 42000 42000
chamber, inside chicken mesh lining and plastering with cement mortar 1:3 (1cement
: 3 Coarse sand mixed with water proofing compound @2%) finished with a floating
coat of neat cement external plaster in cement mortar 1:3complete in all respect as
per standard design. (For F&B)

Providing, fixing, testing and commissioning cpvc pipe of grade CTS-SDR 11

conforming to IS : 15778 complete with suitable fitting, like tees, elbows, reducers,
flanges, etc. male/ female threaded brass adopters, elbows, tees, pass overs, plugs
etc., solvent joint as per manufacturer's recommendations, necessary painted clamp,
2 structural support, including chasing, cutting and making good the walls, etc.,
complete. (Domestic & Flushing supply pipes inside toilets/Kitchen, Water
Supply provision to Shops/ Restaurants )

Only Installation
2.1 15 mm dia RM 426 74 31524

2.2 20 mm dia RM 513 98 50274 2422.8 2422.8 237434.4 237434.4

2.3 25 mm dia RM 527 177 93279 1137.8 1137.8 201390.6 201390.6

2.4 32 mm dia RM 45 197 8865

2.5 40 mm dia RM 2 345 690
2.6 50 mm dia RM 404

E. External Storm Water System

Excavating trenches of required width for pipes cables etc.in any type of
soil(hard/dense/soft/muddy) including excavation for sockets and dressing of sides
ramming of bottoms, depth upto 1.5 M including getting out the excavated soil, and
1.0 then returning the soil as required in layers not exceeding 20cms in depth including
consolidating each deposited layer by ramming, watering etc. and disposing of surplus
excavated soil as directed within a lead of 50m

1.1 For all kinds of soil except hard rock

1.2 For depth not exceeding 1.5 meter below ground level. Mtr. 1092 185.00 202020 293 293 54205 54205
Extra over as Item NO. 1 (b) Depth beyond 1.5 meter and not exceeding 2.2 Mtr.
1.3 Mtr. 883 250.00 220750
below ground level.

laying light duty non pressure NP2 class s/s R.C.C pipes conforming to IS: 458 jointed
2.0 with stiff mixture of cement mortar in proporation of 1:2 (1cement : 2 fine sand ) and
tarred spun yarn including curing and testing of joints complete.
2.1 150 mm dia Mtr. 378 250 94500
2.2 200 mm dia Mtr. 83 250 20750 82.6 82.6 20650 20650

2.3 250 mm dia Mtr. 400

2.4 300 mm dia Mtr. 149 425 63325 149 149 63325 63325

2.5 350 mm dia Mtr. 55 525 28875

2.5 400 mm dia Mtr. 427 595 254065 304.5 304.5 181177.5 181177.5

Providing and laying cement concrete 1:4:8 ( 1 cement: 4 coarse sand: 8

3.0 graded stone aggregate 20 mm nominal size) 150 mm thick alround RCC pipe
including centering,shuttering and curing complete as per standard details.

136
DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount
3.1 150 mm dia Mtr. 378 150 56700
3.2 200 mm dia Mtr. 83 150 12450
3.3 250 mm dia Mtr. 150
3.4 300 mm dia Mtr. 80 150 12000
3.5 350 mm dia Mtr. 150
3.6 400 mm dia Mtr. 150

Providing and laying cement concrete 1:5:10 ( 1 cement: 5 coarse sand: 10

graded stone aggregate 20 mm nominal size) upto haunches for RCC pipes
4.0
including 150 mm thick bed concrete centering,shuttering and curing complete as per
standard details.
4.1 300 mm dia Mtr. 69 225 15525
4.2 350 mm dia Mtr. 55 225 12375
4.3 400 mm dia Mtr. 427 225 96075

Providing and constructing brick masonry circular type manholes with 75 class
designation bricks in cement mortar 1:5 ( 1 cement : 5 coarse sand) 12mm thick
inside and outside cement plaster in cement mortar 1:3 ( 1 cement : 3 coarse
sand)with a floating coat of neat cement on inside surfaces, 15 cm thick PCC top
band in 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size ) for fixing manhole frame; foundation concrete 1:4:8 mix (1cement
: 4 coarse sand : 8 graded stone aggregate of 20 mm nominal size) making channels
5.0 and benching in cement concrete 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded
stone aggregate of 20 mm nominal size) neatly finished, necessary excavation, back
filling and disposal of surplus earth, providing and fixing 12 mm dia MS
polypropylene coated manhole steps embedded in cement concrete block size 200 x
200 x 100 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) neatly finished complete as per standard
design.

900 mm dia and 900 mm deep manholes with steel fibre reinforced cement
5.1 concrete (SFRC) manhole cover and frame (Heavy duty) 560 mm dia conforming Each 12 4500 54000 13 3 16 58500 13500 72000
to the latest relevant IS specifications,and of brand as approved.

1200 mm dia and 1650 mm deep manholes with steel fibre reinforced cement
5.2 concrete (SFRC) manhole cover and frame (Heavy duty) 560 mm dia conforming Each 21 4500 94500 23 23 103500 103500
to the latest relevant IS specifications,and of brand as approved.

Extra for additional depth for conical type manholes including additional excavation
5.3
backfilling and disposal of surplus earth, manhole rungs at 300 mm intervals.

Extra over for 900 mm dia manholes depth exceeding 900 mm upto 1649 mm
5.3.1 including additional cost for excavation backfilling and disposal of surplus earth, and Mtr. 3 3500 10500
supply and fixing of manholes rungs at 300 mm intervals

Extra over for 1200 mm dia manholes depth exceeding 1650 mm upto 2299 mm
5.3.2 including additional cost for excavation backfilling and disposal of surplus earth, and Mtr. 4 3500 14000 3 3 10500 10500
supply and fixing of manholes rungs at 300 mm intervals

Providing and constructing Ist class brick masonary road gully chamber 45x45x45
cms with one brick thick walls in cement mortar 1:5 (1 cement : 5 coarse sand
including 450 x 450 mm DI grating and frame of weight not less than 56 kg fixed with
100 mm thick PCC 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregates of 20
mm nominal size) 100 thick PCC bed concrete 1:4:8 (1cement : 4 sand : 8 graded
6.0 Each 61 2500 152500 16 12 28 40000 30000 70000
stone aggregate of 20 mm nominal size) 50 mm thick PCC in 1:2:4 with neat
finishing, including necessary excavation, backfilling and disposal of surplus earth, 12
mm thick cement plaster in cement mortar 1:3 (1 cement : 3 coarse sand) with a
floating coat of neat cement finish to inside and exposed outside surfaces, complete
with all respects.

137
DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount
Extra for additional depth for road gully chamber including additional excavation
6.1 backfilling and disposal of surplus earth,brick work, internal and external plastering
complete.
6.1.1 Road gully chamber depth beyond 45 cm and not exceeding 75 cms. Mtr. 3 2500 7500

Suppling all material and labour for Making connection of storm water line to
existing manhole including breaking into and making good the walls, floors with
cement concrete 1:2:4 (1 cement : 2 corse sand : 4 graded stone aggregate) cement
7.0 plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) Each 1 25000 25000
finished with a floating coat of neat cement and making necessary channels in
cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone agreegate of 20 mm
nominal size) etc. complete in all respect.

13 Rain Water Harvesting

Supply all materials, labour and constructing rain water harvesting arrangement
comprising the following:-
a. D.I grating of 300x300mm at the inlet to the de-silting chamber.
Construction of de-silting chamber of size 1500x3450mm with average depth of 1500
mm including builtin grease trap with baffle wall, filter chamber of 1200x1500x1500
b. size along with 3 layers of filter media consisting of 30cm depth, silt free coarse sand,
30cm depth aggregate of 10-20mm size, 30 cm depth, boulder of 30 -40 mm size,
150 GSM geotextile layer below coarse sand anchored to wall complete,
in 345mm thick brick masonry in cement mortar 1:4, base concrete in CC 1:4:8 (1
cement: 4 coarse sand : 8 graded stone aggregate 20mm normal size) with 75mm
projection all around, 50mm thick PCC 1:2:4 (1 cement: 2 coarse sand : 4 graded
stone aggregate 20mm normal size) inside over the base concrete, neatly finished,
internal plaster in cement mortar 1:3 (1 cement: 3 coarse sand) finished with neat
cement, 200mm thick cement concrete slab in M-20 concrete with 10mm tor steel
both ways @ 150mm C/c in two layers, necessary shuttering and curing, SFRC
manhole cover and frame of Extra heavy duty, rungs @ 300mm C/c fixed with M-15
cement concrete blocks, necessary excavation, backfilling and disposal of surplus
earth as directed and as per drawing.
Providing all material & constructing R.C.C. recharge pit of 3.4 m dia and 4.6 m clear
average depth with RCC top slab as per structural drawing, heavy duty SFRC cover
and frame of 560 mm internal dia with 2 mm thick M.S edge protection for frame and
c. cover, rungs @ 300 mm c/c fixed to the wall, necessary base concrete, PCC only at
bottom of wall as per structure design, internal & external plaster in CM 1 : 3(1cement:
3 coarse sand), necessary excavation, backfilling & disposal of surplus earth as
directed complete in all respect and as directed and as per drawing.
Interconnecting pipe for filter chamber and filter bed with dug well with 2 nos. of 160
d. OD slotted/ plain UPVC pipe of 6 kg/sq.cm plugged at one end wrapped in geo-textile
of 150 gsm inside portion of filter chamber.
(e) Qty. Items (a) to (d) Set 5 40000 200000 5 5.0 200000 200000

Getting approval for Rainwater Harvesting System from concerned Government

14.0 Authority (actual cost incurred on departmental charges will be reimbursed on
submission of proof of payment)
Intimating the concerned Government Agency/ Authority on completion of the work
Job 1 25000 25000
alongwith necessary documents

TOTAL C/F TO SUMMARY 1,672,410.00

F. External Sewerage System

Excavating trenches of required width for pipes cables etc.in any type of
soil(hard/dense/soft/muddy) including excavation for sockets and dressing of sides
ramming of bottoms, depth upto 1.5 M including getting out the excavated soil, and
1.0 then returning the soil as required in layers not exceeding 20cms in depth including
consolidating each deposited layer by ramming, watering etc. and disposing of surplus
excavated soil as directed within a lead of 50m

a). For all kinds of soil except hard rock.

b). For depth not exceeding 1.5 meter below ground level. Mtr. 556 185.00 102860
Extra over as Item NO. 1 (b) Depth beyond 1.5 meter and not exceeding 3.3 Mtr.
c). Mtr. 347 250.00 86750
below ground level.

138
DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount

Providing, fixing, jointing, testing and commissioning of ISI marked uPVC pipes for
drainage and sewage conforming to IS : 4985, 10 kg, cutting and making good
2.0 complete including encasing in cement comcrete 1:4:8 ( 1 cement: 4 coarse sand : 8
aggregate 2mm size) 150 mm thick alround pipe including shuttering, concreting,
curing etc. (for Sewage By-Pass Line)
2.1 160 OD Mtr. 209 470 98230

Providing, fixing, jointing, testing and commissioning of ISI marked PVC-U pipe DWC
SN4 pipes for drainage and sewage conforming to IS:16098, cutting and making
3.0 good complete including encasing in cement comcrete 1:4:8 ( 1 cement: 4 coarse
sand : 8 aggregate 20 mm size) 150 mm thick alround pipe including shuttering,
concreting, curing etc.
3.1 200 mm dia Mtr. 347 700 242900

Providing and constructing brick masonry circular type manholes with 75 class
designation bricks in cement mortar 1:5 ( 1 cement : 5 coarse sand) 12mm thick
inside and outside cement plaster in cement mortar 1:3 ( 1 cement : 3 coarse
sand)with a floating coat of neat cement on inside surfaces, 15 cm thick PCC top
band in 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size ) for fixing manhole frame; foundation concrete 1:4:8 mix (1cement
: 4 coarse sand : 8 graded stone aggregate of 20 mm nominal size) making channels
4.0 and benching in cement concrete 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded
stone aggregate of 20 mm nominal size) neatly finished, necessary excavation, back
filling and disposal of surplus earth, providing and fixing 12 mm dia MS
polypropylene coated manhole steps embedded in cement concrete block size 200 x
200 x 100 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) neatly finished complete as per standard
design.

900 mm dia and 900 mm deep manholes with steel fibre reinforced cement
4.1 concrete (SFRC) manhole cover and frame (Heavy duty) 560 mm dia conforming Each 5500
to the latest relevant IS specifications,and of brand as approved.

1200 mm dia and 1650 mm deep manholes with steel fibre reinforced cement
4.2 concrete (SFRC) manhole cover and frame (Heavy duty) 560 mm dia conforming Each 7 6500 45500
to the latest relevant IS specifications,and of brand as approved.

1500 mm dia and 2300 mm deep manholes with steel fibre reinforced cement
4.3 concrete (SFRC) manhole cover and frame (Heavy duty) 560 mm dia conforming Each 7 8500 59500
to the latest relevant IS specifications,and of brand as approved.

Extra over for 900 mm dia manholes depth exceeding 900 mm upto 1649 mm
4.4 including additional cost for excavation backfilling and disposal of surplus earth, and Mtr. 5500
supply and fixing of manholes rungs at 300 mm intervals

Extra over for 1200 mm dia manholes depth exceeding 1650 mm upto 2299 mm
4.5 including additional cost for excavation backfilling and disposal of surplus earth, and Mtr. 3 3500 10500
supply and fixing of manholes rungs at 300 mm intervals

Extra over for 1500 mm dia manholes depth exceeding 2300 mm including
4.6 additional cost for excavation backfilling and disposal of surplus earth, and supply Each 2 5500 11000
and fixing of manholes rungs at 300 mm intervals

Suppling all material and labour for Making connection of sewer line to existing
municipal manhole including breaking into and making good the walls, floors with
cement concrete 1:2:4 (1 cement : 2 corse sand : 4 graded stone aggregate) cement
5.0 plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) Each 1 20000 20000
finished with a floating coat of neat cement and making necessary channels in
cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone agreegate of 40mm
nominal size) etc. complete in all respect.

TOTAL C/F TO SUMMARY 677,240.00

G IRRIGATION SYSTEM

139
DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount

Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including
getting out the excavated soil, and then returning the soil as required, in layers not
1.0
exceeding 20 cm in depth, including consolidating each deposited layer by ramming,
watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50
m:
a Pipes cables etc. not exceeding 100mm dia. Mtr. 777 185 143745 530 530 98050 98050

Providing and fixing u PVC pipe 10 Kg/Sq.cm Class-V (IS: 4985) including injection
moulded fittings where required e.g. tees, bends, reducers, sockets, plugs, clamps,
couplings and screwed , socketed adapters,flanged tail pieces, saddles and jointing
2.0
with solvent cement or threaded joints for hydrant connection complete in all respects
as required at site including making connection. (Pipe to be laid 1200mm below
ground level)
2.1 25 mm O.D. Mtr. 39 115 4485
2.2 32 mm O.D. Mtr. 10 145 1450
2.3 40 mm O.D. Mtr. 5 175 875
2.4 50 mm O.D. Mtr. 165
2.5 63 mm O.D. Mtr. 660 175 115500 580 580 101500 101500
2.6 75 mm O.D. Mtr. 16 225 3600

NS ITEMS

Haunching
1
Laying of cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone
aggregate 40mm nominal size) up to haunches of UPVC pipes including bed
concrete as per standard design.
A Hunching of CPVC Pipe 75 MM DIA RM 435 18 62.5 80.5 7830 27187.5 35017.5
B Hunching of UPVC Pipe 110 MM DIA RM 495 36 59.9 95.9 17820 29650.5 47470.5
C Hunching of UPVC Pipe 160 MM DIA RM 560 27.2 63 90.2 15232 35280 50512
D Hunching of UPVC Pipe 200 MM DIA RM 620 54 54 33480 33480

1.0 MS ANGLE 61.5 230 230 14145 14145

2.0 GI U BOLT
2 1/2" 9.74 300 300 2922 2922
3" 11.55 300 300 3465 3465
4" 12.93 3000 3000 38790 38790
6" 17.27 2000 2000 34540 34540
8" 23.1 1000 1000 23100 23100

3.0 GI U CLAMP
8" 23.1 1000 1000 23100 23100
10" 25.3 1000 1000 25300 25300

4.0 HI TECH CLAMP

3" 10.51 200 200 2102 2102
4" 15.95 115 115 1834.25 1834.25

5.0 PIPE CLAMP

150MM 33 50 50 1650 1650

Supply of ISI marked uPVC SWR pipes for soil, waste, rain water & vent pipes,
6.0
conforming to IS : 13592.
110 mm OD (Type-B) for RWP 450 360 360 162000 162000

140
DOWN TOWN , MOHALI Plumbing System BOQ

PROJECT : DOWN TOWN AT MOHALI, PUNJAB

RA -8 BIll PHE DOWN TOWN Dated :09-01-2025
Quantity Amount
Total Rate in
Sr. Description Unit Amount in Rs. REMARKS
Qty. Rs. This Bill Cumm This Bill Cummulative
Prev Qty Prev Amt
QTY QTY Amount Amount

NS CPVC Ball Valve 20mm 100 504 504 50400 50400

NS CPVC Ball Valve 25mm 300 16 16 4800 4800

NS SITC of UPVC Pipe 250MM Rain water harvesting pit connection ( manhole to
Mtr 3210 2.5 2.5 8025 8025.00
item harvesting PIT)

NS
SITC of cpvc SCH 80 65mm pipe Mtr 2250 848 640 640 542720 542720.00
item

NS
Dismentel of PVc 110mm pipe 183 512 512 93696 93696
item
NS
Dismentel of cpvc pipe 20/25mm 71.5 512 512 36608 36608
item

TOTAL OF PUMPS, EQUIPMENT, PIPING, VALVES & ACCESSORIES CARRIED

408,375.00 4,695,622.65 1326554 6,022,176.65
OVER TO SUMMARY
Total 11,500,570.00

141
 PROFORMA INVOICE
M/S Synoptic
S.C.O-28, Mohali Citi Centre Block-F, GSTIN : 03ACLPK6842K1ZD
Aerocity, Mohali - 160062, PB
Phone: +91-9872098844
mail:aarti.mehta.780@gmail.com
To,
M/s ICON GROUP PI/Invoice No: 191
5.1 ACRES, COMMERCIAL CHUNK SITE, Date: 09-01-2025
DOWN TOWN MOHALI, SECTOR 62, SAS NAGAR, Revision
MOHALI, PUNJAB, 160062 Ref RA-8
GSTIN: 03AAHFI2742Q1Z5

We refer plumbing work at Down Town Mohali.

Description Qty Units Rate Amount

1 Nos 1,326,554.00

Invoice Subtotal 1,326,554.00

CGST@9% 119,389.86
SGST@9% 119,389.86

TOTAL ( After Round Off ) 1,565,334

FOR SYNOPTIC

Authorised Signatory
 MB SHEET PHE - INSTALLATION
UPVC PIPE UPVC PIPE CPVC PIPE -DWS & CPVC BALL
RA BILL BLOCK FLOOR Location UPVC 160MM UPVC 200MM REMARKS
75MM 110MM FWS VALVE
RAIN SOIL/WASTE RAIN SOIL/WASTE RAIN SOIL/WASTE SOIL/WEST RAIN 25mm 20mm 20mm 25MM

RA-7 BLOCK-2 GROUND RAIN WATER HORIZONTAL STAG 25 36.4 REWORK

RA-7 BLOCK-2 Upper Basement Soil waste connection to header stair case2 &3 40.4

Soil waste connection to header

RA-7 BLOCK-2 Upper Basement 23
Staircase 1
Soil waste connection to header
RA-7 BLOCK-2 Upper Basement 11
Staircase 1
RAIN WATER HORIZONTAL STAG CORRIDOR DRAIN TO
RA-7 BLOCK-2 GROUND 24
MANHOLE

RA-7 BLOCK-2 TO 1 GROUND RAIN WATER HORIZONTAL STAG 27.2

RA-7 BLOCK-1 Ground Rain water chamber- manhole 32
RA-7 BLOCK-1 Ground CB chamber TO - manhole 25
RA-7 BLOCK-3 Ground CB chamber TO - manhole 20
RA-7 BLOCK- 6 EXTERNAL STORM LINE 46.4
RA-7 BLOCK 7-B SIDE GROUND RAIN WATER 15.5 30.9 69.5
RA-7 BLOCK 6 EXTERNAL MANHOLE TO RHP-6 2
RA-7 BLOCK 7 EXTERNAL MANHOLE TO RHP-5 5.2

Upto previous RA Bill 673.1 904.5 3858.2 439.5 1111.1 771.9 313.4 1078.4 2422.8 504 16
This bill QTY 15.5 111.9 0 72.2 123.1 59.4 0 0 0 0

RA-8 Block 4 EXTERNAL Drain pipe block 4 to strom line connection 85

RA-8 Block 7 back side EXTERNAL Drain pipe block 7 to strom line connection 76 16
RA-8 Block 1,2,4 Besment soil waste pipe 80
RA-8 Block 3 Besment soil waste pipe 45
RA-8 Block 7 and 4 chamber connection GROUND Rain water pipe 45
RA-8 Sales office soil line Rework 15

Cummulative Total qty 688.6 561.9 1092.4 3858.2 511.7 1212.1 911.9 436.5 1137.8 2422.8 504 16 0
1250.5
 External Installation MB
Sr. Unit Total Qty. Qty RA Bill Remarks

E. External Storm Water System

1.0 Excavating trenches of required width for pipes cables etc.in any type of s
1.1 For all kinds of soil except hard rock
1.2 For depth not exceeding 1.5 meter below ground level. Mtr. 1092 293
IRRIGATION LINE [BLOCK 1 TO COSMOS CORNER 6 NO]
1.3 Extra over as Item NO. 1 (b) Depth beyond 1.5 meter and not exceeding 2.2 Mtr. below ground level. Mtr. 883

laying light duty non pressure NP2 class s/s R.C.C pipes conforming to IS: 458 jointed with stiff mixture of cement
2.0
mortar in proporation of 1:2 (1cement : 2 fine sand ) and tarred spun yarn including curing and testing of joints complete.

2.5 400 mm dia Mtr. 0

BOCK-3TO 2 CORNER Mtr. 250.8

0.1 200 mm OD (FOR EXTERNAL SEWAGE LINE )

BLOCK -3TO 6 Mtr. 54.80

900 mm dia and 900 mm deep manholes with steel fibre reinforced cement concrete (SFRC) manhole cover
5.1 EACH 3 1
and frame (Heavy duty) 560 mm dia conforming to the latest relevant IS specifications,and of brand as approved.

BLOCK-1 MAIN INTERENCE

1200 mm dia and 1650 mm deep manholes with steel fibre reinforced cement concrete (SFRC) manhole
5.2 cover and frame (Heavy duty) 560 mm dia conforming to the latest relevant IS specifications,and of brand as EACH 4 3
approved.
BLOCK-6 AND BLOCK-3

13.0 Rain Water Harvesting

Qty 5 5.0

Providing and constructing Ist class brick masonary road gully chamber 45x45x45 cms with one brick thick walls in
cement mortar 1:5 (1 cement : 5 coarse sand including 450 x 450 mm DI grating and frame of weight not less than 56 kg
fixed with 100 mm thick PCC 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregates of 20 mm nominal size) 100
6.0 thick PCC bed concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate of 20 mm nominal size) 50 mm thick PCC Each 61
in 1:2:4 with neat finishing, including necessary excavation, backfilling and disposal of surplus earth, 12 mm thick
cement plaster in cement mortar 1:3 (1 cement : 3 coarse sand) with a floating coat of neat cement finish to inside and
exposed outside surfaces, complete with all respects.
BLOCK-1 Each 6.0
BLOCK-1 (4 CHEMBER REWORK) Each 8.0

Haunching
1 Laying of cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) up to
haunches of UPVC pipes including bed concrete as per standard design.
A Hunching of CPVC Pipe 75 MM DIA
B Hunching of UPVC Pipe 110 MM DIA Mtr. 3
C Hunching of UPVC Pipe 160 MM DIA
D Hunching of UPVC Pipe 200 MM DIA Each 1
A Hunching of CPVC Pipe 75 MM DIA RM 15.5 RA-7
Hunching of CPVC Pipe 75 MM DIA 65 RA-8
Total 75mm 80.5 RA-8

B Hunching of UPVC Pipe 110 MM DIA RM 30.9 RA-7

Hunching of UPVC Pipe 110 MM DIA RM 65 RA-8
total 110mm 95.9 RA-8
C Hunching of UPVC Pipe 160 MM DIA RM 45.2 RA-7
D Hunching of UPVC Pipe 200 MM DIA RM 76.7 RA-7
E Hunching of UPVC Pipe 160 MM DIA RM 45 RA - 8
F Total 160mm 90.2 RA - 8
G
H
 MB EXTERNAL
SCH 80 IRRIGATION line
SR.NO RA BILL Location Excavating trenches Remark
65MM
NS item a
RA -8 Block 7 &6 black side 180 530
RA -8 sales office 55 Rework

Prev Qty 405.00

Cummulative Total qty 640 530