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Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
5 May 2026, 6:00 pmClosed
Municipal Commissioner, Ahmedabad
Providing and Laying Offtake Line, Construction of New Water Distribution Station, existing Network Connection and Electro-Mechanical work including 5 year of O & M, at TP-48 FP-64 Opp Vijaypark BRTS Bus Stand in Saijpur Ward in North Zone of AMC Area Under Water Project, AMC.
293748
Tender Notice 2025-26/ Tender No.01
Open
Water Supply/ Sanitation Works
Ahmedabad
3 documents required · 3 mandatory
₹6,000
municipal commissioner, ahmedabad
₹3.9 L
4 Apr 2026
4 Apr 2026
4 Apr 2026
5 May 2026
4 Apr 2026
Providing and Laying Offtake Line, Construction of New Water Distribution
Station, existing Network Connection and Electro-Mechanical work including
5 year of O & M, at TP-48 FP-64 Opp Vijaypark BRTS Bus Stand in Saijpur
Ward in North Zone of AMC Area Under Water Project, AMC.
Volume II: - Financial Bid
Section F: Schedule of Quantities & Rates
(1) Date of download Tender Documents : From website on www.tender.nprocure.com
(2) Last date of online Tender Submission : Dt. 05/05/2026 Upto 18.00 hours
(3) Last date of submission of Tender Fees, : Dt. 06/05/2026 up to 16.00 hours
EMD & Bidder’s letter (Hard copy)
(4) Date of e-Tender (Technical Bid) Opening : Dt. 07/05/2026 at 11.00 hours
Municipal Commissioner Multi Media Consultants Pvt. Ltd.
Ahmedabad Municipal Corporation 401, Shivalik Shilp,
Sardar Patel Bhavan Iskcon Cross Roads, S. G. Highway,
Ahmedabad – 380 001 Ahmedabad - 380
Gujarat (INDIA) Phone : (079)- 40399079 /
e-mail : [email protected],
website : mmcpl.co.in
PROVIDING AND LAYING OFFTAKE LINE, CONSTRUCTION OF NEW WATER
DISTRIBUTION STATION, EXISTING NETWORK CONNECTION AND
ELECTRO-MECHANICAL WORK INCLUDING 5 YEAR OF O & M, AT TP-48 FP-
64 OPP VIJAYPARK BRTS BUS STAND IN SAIJPUR WARD IN NORTH ZONE OF
AMC AREA UNDER WATER PROJECT,AMC.
PRICE QUOTATION SHEET
Earnest Money Paid Rs. : Rs. 3,89,570/-
Date of Opening of Tender :
Quoted Price in Rs. 3,89,56,985/-
I / We am / are willing to carry out work at _____________________ % above / below* percent (should be written in figures and
words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ________________ (in figures)
Estimated amount put to tender Rs. Estimated amount put to tender Rs.
Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________
Total Rs. __________ Net Rs. ___________
Signature of Contractor Additonal City Engineer(Water Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
TENDERED COST FOR
PROVIDING AND LAYING OFFTAKE LINE, CONSTRUCTION OF NEW
WATER DISTRIBUTION STATION, EXISTING NETWORK CONNECTION
AND ELECTRO-MECHANICAL WORK INCLUDING 5 YEAR OF O & M, AT
TP-48 FP-64 OPP VIJAYPARK BRTS BUS STAND IN SAIJPUR WARD IN
NORTH ZONE OF AMC AREA UNDER WATER PROJECT,AMC.
SR NO NAME OF WORK AMOUNT IN
A FOR CIVIL WORKS
1 Offtake Line Labour Works
2 Construction of 1.26 (M.L) U.G. Sump & Pump
Cum panel Room & Compound Wall &
Miscellaneous Works
3 Network line Labour works
Amount of Civil & Network Works (A)
B ELE. / MECHANICAL WORK
1 Mechanical Work
2 Electrical Work
3 Instrumentation Work
4 Tools, Test Equipments & Office Furniture
5 5 Years O & M Works
Amount of Ele./Mech Works (B) Rs.
Estimated Amount without GST (A)+(B) Rs.
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULES OF QUANTITIES AND RATES
LABOUR WORKS FOR LAYING 200 MM DIA DI K-9 OFFTAKE PIPE FROM EXISTING
WATERMAIN TO VIJAYPARK WDS AT TP-48 FP-64 OPP VIJAYPARK BRTS BUS STAND IN
SAIJPUR WARD IN NORTH ZONE OF AMC AREA UNDER WATER PROJECT,AMC.
Sr. Items Qty. Rate in Unit Amount
1 Transporting from A.M.C. store and laying spigot & socket
C.I./D.I. pipe line including jointing material with tyton joint.
Rate include excavation as per requirement in any soil,
refilling after laying pipe line, watering and temptation &
carting surplus earth up to any lead & clearing the site. All
joint shall be made water tight and leak free etc. comp.
a 200 mm dia 100.00 93.75 Rmt.
2 D.I. Specials - Manufacture, Supply, Delivery of 1,650.00 148.00 Kg
Ductile Iron flanged Socket Spigot Bends, tees, reducers or
any other specials as per BS-EN-545/1995 Class-A series
K12 suitable for use with D.I Pipes manufactured as per
IS:8329/1994 delivery of specials to site of works any where
in Gujarat including fixing, all taxes, loading, unloading,
carting, stacking,insurance, inspection charges, octroi etc.
80 to 300 mm dia
3 Labour charges for collecting sluice valves /Scour Valve 2.00 2,125.00 No.
including loading, transporting From AMC's store lowering in
location to required with excavation refilling alignment by
crane/tripod and chain block including cost of total nos.of
nut, bolts, Necessary gaskets and excluding fixing Tail Piece
with lead & jute etc. completed as directed by engineer in
4 Providing and supplying CI Temper proof Air valves with SS 1.00 13,789.00 No.
304 Float gun metal nozzle of approved make & quality of
following class and diameter including all taxes,
transportation, freight charges, octroi, inspection charges,
loading, unloading, conveyance to the departmental stores,
stacking etc. complete.
With Isolating Sluice Valve PN
5 Lowering, laying & jointing in position following air Valves 1.00 411.00 No.
including cost of all labour, jointing material, including nut
bolts & giving satisfactory hydraulic testing, etc. complete.
With Isolating Sluice Valve PN
Sr. Items Qty. Rate in Unit Amount
6 Construction of chambers in brick masonary, locally available
in C.M. 1 : 6, foundation concrete 150 mm thick in C.C. 1:4:8
of trap metal size 25 mm to 40 mm thick, inside cement
plaster in C.M. 1:3 and cement pointing outside in C. M. 1 :3
& top cover of precast RCC slab 100 mm thick upto 1 mt.
depth from G.L. but excl. cost of excavation and refilling.
With cast in situ RCC slab in two piece with fixing FRC
frame and cover etc. complete(excluding cost of frame &
cover ) with 23 mm thick brick masonary wall in C.M.1:6
For Sluice Valve, Air Valve
a) 0.9 x 0.9 x and 1.0 mt. deep chamber 1.00 7,738.00 No.
b) For Extra depth 2.00 4,479.00 Rmt.
c) 1.3 m x 0.9 m x 1 m deep chamber 1.00 9,389.00 No.
d) For Extra depth 2.00 5,282.00 Rmt.
e) 1.3 x 1.3 x and 1.0 mt. deep chamber 1.00 11,351.00 No.
f) For Extra depth 2.00 6,084.00 Rmt.
7 FRC Manhole 3.00 2,125.00 No
Providing & Fixing F.R.C. Extra Heavy Duty (EHD-35)
Manhole Covers & Frames Cover : 728mm ø & 100 mm
thick circular cover, 35.00 MT load design, 100x2mm MS
flat allround, 16mm ø plain round bar for lifting the cover &
should be fitted with plastic cups. Frame : 560 mm ø clear
opening, outer size- 888x888x175 mm. On the upper
periphery of frame 25 x 3 mm wide MS flat should be
well embed in concrete to protect the edges of frame. FRC
E.H.D.-35 manhole cover & frame described as above incl
Heavy Duty Frame & cover of MH
8 Providing and operation dewatering pump including fuel 20.00 521.74 Shift
charges & operatore charges etc as directed etc comp(shift for
eight hour) for each pump set,no payment should be allowed
for non working condition of machinery.
9 Demolition and disposal of unserviceable materials with all 10.00 603.23 m3
lead and lift.(i) Unrenforcement cement concrete
10 Demolition including stacking of serviceable materials and 10.00 1,047.38 m3
disposal of unserviceable maerials with all lead and lifts (b)
11 Demolation of Brick work and stone masonary including 10.00 544.95 m3
stacking of serviceable materials and disposal of
unserviceable materials with all lead and lift.(i) In cement
Sr. Items Qty. Rate in Unit Amount
12 Providing & Supplying group wise MS bare pipe per kg are
a) upto 914mm OD & upto 10mm Thickness of Plate/Pipe 6350.00 70.67 Kg
b) Above 914mm OD & Above 10mm Thickness of Plate/Pipe 500.00 71.17 Kg
13 Welding in all positions with required number of runs, for
M.S. pipes internally and / or externally including gauzing
wherever necessary, fixing appurtenances and other
accessories in connection with pipe laying work as per
specification. Butt joints with convex fillet welds Lag
a) Above 7 mm thickness plate 55.00 729.00 Rmt
b) 4 to 7 mm thickness 55.00 681.00 Rmt
14 Gas cutting ( Either square cut or V cut) pipes, plates etc.
complete for following thickness plate
a) Above 10 mm thickness plate 55.00 72.00 Rmt
b) 5 to 10 mm thickness 55.00 56.00 Rmt
15 Making connection upto 600mm dia DI/MS/HDPE Pipe with 1.00 90,000.00 No
Existing Jaspur trunk main including cutting the pipe to
required annular shape dia. by Electro Welding and jointing
upto 600 mm dia DI/MS pipe, including dewatering,
excavation, refilling etc. with all required materials such as
welding rods and other necessary required materials including
giving a satisfactory leakage proof test.
16 Supplying Electric breakar machine for RCC slab or Asphalt 10.00 1,071.43 Shift
demolishing work on site by using operator, fuel, power
supply etc. complete as directed.(no payment should be
allowed for non working condition of machinary and for
pipeline excavation and M.H. work.allowed only for break
down work)(based on previously approved rate by CE Sir)
17 Extra rate over item of excavation of earth for excavation of 100.00 71.43 m2
asphalt pavement/RCC of following thickness including
demolishing the asphalt carpet, metal, soiling/cutting
Reinforcement etc. comp. with stacking the material as
up to 0.20 meter thickness (By Manual)
up to 0.30 mt (by any type of Breaker Machine or R.C.C 80.00 178.57 m2
Cutter machine including cost of operator, fuel &
transportation etc complete.
0.30 mt & above (by any type of Breaker Machine or R.C.C 50.00 312.50 m2
Cutter machine including cost of operater, fuel &
transportation etc complete.)
18 Reinstatement of asphalt road/pavement using same material 230.00 231.47 m2
for soling and new metalling grouting with tack coat etc
complete as directed.
Sr. Items Qty. Rate in Unit Amount
19 Providing and laying cement concrete M20 for thrust block 30.00 4,321.24 m3
and encasing including formwork but excluding the cost of
reinforcement with curing etc. complete, as directed. (Thrust
20 Providing TMT Bar Fe-500/500D reinforcement bars for R. 0.50 77,504.00 MT
C. C. work including bending, binding and placing in position
complete upto floor two level.
21 Providing, laying, spreading and compacting graded stone 50.00 1,495.54 m3
aggregate to wet mix macadam specification including
premixing the Material with water at OMC in mechanical mix
plant carriage of mixed Material by tipper to site, laying in
uniform layers in subbase / base course on well prepared
surface and compacting with vibratory roller to achieve the
desired density as per MoRTH clause
Production & Supply of WMM
Laying of WMM 50.00 31.25 m3
22 Construction of granular Sub base by providing coarse graded 50.00 628.57 m3
material , spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front
end loader at OMC and compacting with vibratory roller to
achieve the desired density, complete as per Clause 401. For
Production & Supply of GSB (Natural)
Laying of GSB 50.00 30.36 m3
Total of Labour in Rs.
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULES OF QUANTITIES AND RATES
PROVIDING AND LAYING OFFTAKE LINE, CONSTRUCTION OF NEW WATER
DISTRIBUTION STATION, EXISTING NETWORK CONNECTION AND ELECTRO-
MECHANICAL WORK, INCLUDING 5 YEAR OF O & M, AT TP-48 FP-64 OPP VIJAYPARK
BRTS BUS STAND IN SAIJPUR WARD IN NORTH ZONE OF AMC AREA UNDER WATER
Sr. Items Qty. Rate in Unit Amount
1 Excavation for foundation with shoring and strutting if
required as per required gradient and line including safety
provisions using site rails and stacking excavated stuff
including up to all required lead cleaning the site etc.
complete for all lifts and strata as specified.
2 Filling with available excavated earth (excluding rock) in 1509.00 129.10 m3
trenches, plinth, sides of foundation in layers not exceeding
20 cm in depth consolidating each deposited layer by
3 Fillingi in plinth
d twithi sand under floors including watering 10.00 455.63 m3
ramming, consolidating and dressing complete
4 Extra over item no. 1 above for lead from 50 m to 5 Kms. as 380.00 415.76 m3
5 Extra over item no. 1 above for lead from 5 Kms. to 10 1330.00 462.71 m3
Kms. as directed.
6 Providing and casting in situ C.C. in grade M-15 (approx. 125.00 4732.00 m3
corresp. to prop. 1:2:4) (proportions as per mix design or as
per Table 9 of IS456 2000 in masses by weigh batching )
using granite, quartzite trap metal of size 6 mm to 20 mm
for RCC work, including scaffolding centering, form
work, needle vibrated consolidation, curing comp.
(excluding cost of reinforcement and neat finishing) with
centering and shuttering/deshuttering etc. comp. for
structure for other than water retaining. Footing (without
7 Providing and casting in situ C.C. in grade M-15 (approx. 86.00 4906.00 m3
corresp. to prop. 1:2:4) (proportions as per mix design or as
per Table 9 of IS456 2000 in masses by weigh batching )
using granite, quartzite trap metal of size 6 mm to 20 mm
for RCC work, including scaffolding centering, form
work, needle vibrated consolidation, curing comp.
(excluding cost of reinforcement and neat finishing) with
centering and shuttering/deshuttering etc. comp. for
structure for other than water retaining. Footing (with form
Sr. Items Qty. Rate in Unit Amount
8 Providing and laying one layer of bitumen kraft paper 452.00 17.00 m2
conforming to IS : 1398 of approved make and quality.
9 Providing and cast in situ C.C. in grade M-30 proportions of
ingredients as per mix design by weigh batching using
granite, quartzite trap metal of size 12 mm to 20 mm and or
6 mm to 12 or 6 mm to 12 mm mm including scaffolding
centering formwork, needle vibrated consolidation, curing
and hydrulic testing etc. complete (excluding cost of
reinforcement) with centering & shuttering/ deshuttering
etc. for all water retaining structures.
a) R.C.C. Raft and footings 190.00 8213.00 m3
b) R.C.C. walls 210.00 8083.00 m3
c) R.C.C. Columns 40.00 9317.00 m3
d) R.C.C. Beams 30.00 8486.00 m3
f) R.C.C. Slab & Staircase 50.00 8213.00 m3
10 Providing and cast in situ C.C. in grade M-25 proportions of
ingredients as per mix design by weigh batching using
granite, quartzite trap metal of size 12 mm to 20 mm and or
6 mm to 12 mm including scaffolding centering formwork,
needle vibrated consolidation, curing and hydrulic testing
etc. complete (excluding cost of reinforcement) with
centering & shuttering/ deshuttering etc. for all water
retaining structures.
a) R.C.C. footings & Raft 35.00 8077.00 m3
b) R.C.C. Columns 35.00 9195.00 m3
c) R.C.C. Vertical Walls 5.00 7936.00 m3
d) R.C.C. beams, lintels and bracket for gantry or chain pully 115.00 8347.00 m3
blocks, plinth beams, tie beams, weather shed etc.
e) R.C.C. Slabs, Stair & platform 31.00 8077.00 m3
11 Providing and cast in situ C.C. in grade M-20( proportions
as per mix design or as per table of IS456 2000 in masses
by weigh batching) using granite, quartzite trap metal of
size 6 mm to 20 mm for RCC Work including scaffolding
centering formwork, needle vibrated consolidation, curing
complete up to 6 meter depth or height (excluding cost of
reinforcement and neat finishing) with centering and
shuttering/ deshuttering etc. complete for structure other
than water retaining.
a) R.C.C. footings & Raft with formwork 32.00 5520.00 m3
(d) RCC Coping 2.00 6722.00 m3
Sr. Items Qty. Rate in Unit Amount
12 Extra Over Item no 7,9,10,11a for Ready Mixed concrete 747.00 1000.00 m3
using cement content as per approved Mix Design in fully
automatic batching plant and transported to site of work in
transit mixer for any lead having continuous agitated mixer,
manufactured as per mix design of specified grade for
cement concrete work including pumping of R.M.C. from
transit mixer to site of laying if required, The rate is
excluding the cost of centering shuttering finishing and
reinforcement but including cost of 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 the
Engineer - in - charge. The Concrete must be without Fly
Ash (Min cement level as should be as specified in tender)
13 Supplying cutting, bending, binding and placing in position 117.00 77504.00 MT
steel as per plan and design and as per ISS 2502 including
cost of steel and binding wire for reservoirs/structures only
including lift up to 6 meter height or depth below G.L. for
all diameters Do - deformed (TMT) bars confirming to
relevant IS Fe - 500 grade for all diameters.
14 Extra Over Rate Item No 13 for TMT FE500 replaced over 10.00 1073.00 MT
CRS TMT FE 500 in UG Sump Slab and Beam
15 Grouting with 1:3 cement, sand mortar for anchor bolt 5.00 4536.00 m3
pockets, machine bases, pipe sleeves, pockets holes, etc.
including roughening and cleaning of concrete surfaces,
curing, etc. complete.
16 Supplying, fabricating and embedding M.S. anchor bolts, 3000.00 90.00 Kg.
channels, angles, chequered plates all other type of
Structural Steel in concrete members during concreting as
per drawings and instructions in all positions and at any
level including keeping them in correct position and
alignment, including adjustment of reinforcement and
shuttering, etc complete and including two coats of
approved oil paint over red oxide primer of exposed
surfaces for above mentioned inserts after embedment, etc.
all as specified.
17 Providing and fixing precast reinforced cement concrete 1.00 6504.00 m3
trench covers, hatch covers, etc. of Class M20 with 20 mm
downgraded coarse aggregate excluding reinforcement but
including shuttering, vibrating, curing, all handling,
transporting etc. complete with water proofing compound
Sr. Items Qty. Rate in Unit Amount
18 Interior plain faced 15 mm thick cement plaster (1:3) with 410.00 295.90 m2
floating coat of neat cement slurry on Underneath of top of
UG tank where specified on drawings at all levels
including scaffolding, curing, etc. complete. This rate shall
include moulding where specified. The rate shall include
2% approved quality water proofing compound (by weight)
19 Providing and applying 20 mm thick inside cement plaster 860.00 202.00 m2
with water proofing agent on inside of sump consisting of
12 mm thick backing coat of CM 1:3 (1 cement : 3 sand)
and 8 mm thick finishing coat of CM 1:1 (1 cement :
sand) etc. complete including necessary curing, scaffolding
required if any etc. complete.
20 Providing and applying 15 mm thick cement plaster in
single coat on brick work with floating coat of net cement
slurry for interior plastering of pumphouse and outside
plastering of sump upto finished even and smooth in
Cement motar 1 : 3 (1 cement : 3 sand) including racking
out joint curing, scaffolding required if any, with necessary
cement finishing etc. complete as directed.
(ii) Ceiling 320.00 247.13 m2
21 20 mm thick sand faced cement plaster on walls upto height 1135.00 297.68 m2
10 metres above ground level consisting of 12mm thick
backing coat of C.M. 1:3 (1-cement : 3-sand) and 8 mm
thick finishing coat of C.M. 1:1 (1-cement : 1 sand) etc.
22 Providing and laying cement concrete flooring 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) including water proofing compound finishing
with a floating of neat cement slurry etc. complete laid in
one layer finished including necessary curing at bottom of
Average 50 mm thick 340.00 356.94 m2
23 Providing and laying Trimix with dewatering machine and 500.00 48.21 m2
floater machine on constructed RCC work including cost of
machine and labour etc. compact directed .
24 Making 15 mm groove in RCC work on road and finished 400.00 26.79 Rmt
it good incl. all labour charges etc comp as directed.
Sr. Items Qty. Rate in Unit Amount
25 Providing and laying polished Kota stone slab flooring over
20 mm (average) thick base of cement mortar 1:6 (1 cement
: 6 coarse sand) laid over and jointed with grey cement
slurry including rubbing and polishing etc. complete.
Avg 20 to 25mm thick 80.00 1085.48 m2
26 Providing and laying polished Kota stone slab 25 mm thick 10.00 1176.03 m2
in riser of steps,skirting dedo and pillars laid on 10 mm
thick cement mortar 1:3 (1 cement : 3 coarse sand) and
jointed with grey cement slurry including rubbing and
polishing etc. complete
27 Providing and fixing in position 150 mm diameter and 610 5.00 2576.00 No.
mm heigh CI air ventilators including fixing of jali grating
and cover and painting the same. (wt. 40 Kg.)
28 Providing F.R.C. MH seat cover incl. carting to the work 5.00 2125.00 No.
site etc. comp. Directed. (Based on rate of central store)
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &
Frames Cover : 728mm ø & 100 mm thick circular cover,
35.00 MT load design, 100x2mm MS flat allround, 16mm ø
plain round bar for lifting the cover & should be fitted with
plastic cups. Frame : 560 mm ø clear opening, outer size-
888x888x175 mm. On the upper periphery of frame 25 x
mm wide MS flat should be well embed in concrete to
protect the edges of frame. FRC E.H.D.-35 manhole cover
& frame described as above
29 Providing & Fixing F.R.C. MH seat cover incl. carting to 5.00 1633.93 No.
the work site etc. comp. Directed. (Based on rate of central
store) FRC medium duty Chamber seat cover (FRC) cover
706 x 556 x 50 mm rectangular cover frame size 600 x
mm clear opening outer size 816 x 666 x 100 mm (MD-10)
30 Providing 100 mm x 100 mm size vata in cement mortar 200.00 23.45 Rmt
(1:1) including smooth finish, curing, etc. complete.
31 Providing 100 mm x 100 mm size vata in cement concrete 160.00 44.00 Rmt
(1:2:4) including water proofing compounds, smooth finish,
curing, etc. complete for the internal side of the sump,
32 Brick masonry in cement mortar (1:5) using common burnt 91.00 4283.91 m3
clay building bricks having crushing strength not less than
35kg/cm2 including scaffolding,curing, etc. complete for
walls, parapets, etc. at all levels.
Sr. Items Qty. Rate in Unit Amount
33 Brick work using common burnt clay building bricks 107.00 4253.46 m3
having crushing strength not less than 35 kg / Sq. Cm.
in foundation and plinth in cement mortar 1:6 (1
cement : 6 fine sand) etc. complete for walls, parapets
etc. at all levels
34 Brick work using common burnt clay building bricks having 27.00 4011.66 m3
crushing strength not less than 35kg / Sq. C. M. in ramp,
steps and Foundation & Plinth in cement morter1:5 (1
cement : 5 coarse sand) including racking out joints, curing,
scaffolding required if any etc. complete, as directed.
35 Providing Half brick masonry in common burnt clay 10.00 593.90 m2
building bricks having crushing strength not less than
Kg/cm2 in C. M. 1:4 for partition work including raking out
joints, curing, scaffolding etc. complete as directed for any
36 Finishing wall with weather proof exterior emulsion paint 1230.00 113.40 m2
on wall surface (two coats) to give an required shape even
shade after thoroughly brushing the surface to removal dirt,
and remains of loose powdered materials.etc complete
37 Distempering (two coats) with oil bound distemper of 1030.00 76.08 m2
approved brand and manufacture and or required shade on
undecorated wall surface to give an even shade, over and
including a priming coat with distemper primer of approved
brand and manufacturer after thoroughly brushing the
surface free from mortar dropping and other foreign matter
also including preparing the surface even and sand papered
38 Applying two coats of Birla(white cement based) or Asian 1356.00 40.19 m2
(acryliclapy putty) or equivalent & two coats of primer of
approved brand and manufacture on new wall surface to
give an even shade including thoroughly brushing the
surface free from mortar dropping and other foreign matte
rand sand papered smooth.
Sr. Items Qty. Rate in Unit Amount
39 Providing and fixing window having extruded aluminum 20.00 1568.27 m2
Colour anodized section frame main outer size 95mm x
24mm x 1.17 mm (of Jindal Section no : 2459 @ wt. of
0.738 Kg/mt), horizontal Three track member size 92mm x
31.75 mm x 1.30 mm (of Jindal Section no. 8688, @ Wt.
1.07 Kg/mt), vertical member of size 92mm x 31.75mm x
1.50 mm (of Jindal Section no. 8933, @ Wt. 1.06 Kg/mt.)
with sliding shutters of horizontal member size 40mm x
18mm x .29 mm (of Jindal section no. 8947 @ wt.
Kg/mt.) vertical member of size 40mm x 18mm x 1.29mm
(of Jindal Section no. 8949 @ wt. of 0.456 Kg/mt with
mm thick transparent bronze colour tinted float glass with
powder coated aluminum fittings and fixtures and
transparent silicon sealant glass fixing to frame as per
40 Providing precast cement concrete jali or louvers 40 mm 3.00 640.20 m2
thick 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 6 mm nominal size) reinforced with 1.6 mm dia.
Mild steel wire including roughening, cleaning, fixing and
finishing in CM 1:3 and curing, painting complete
41 Supplying, fixing Push and Pull, 20 gauge rolling shutter of 12.00 4277.00 m2
approved make for the sizes indicated on drawings
including hood cover, channel sliding assembly, helical coil
springs, brackets, interlocking latches, locking
arrangements, painting with 2 coats of enamel paint over
one coat of approved primer paint etc. complete. Shutters
having width below 3.5M (gear Operated)
42 Kota stone in Jams and Sills of the window and ventilation 40.00 1548.00 m2
and Door with one molding as directed by Engineer-in-
43 Paint on soffit of tank roof slab with 2 coats of bituminous 450.00 143.00 m2
paint including cleaning the surface by scrapping and air
blowers as directed by engineer in-charge.
44 Providing and fixing 50 mm dia and 300 mm long PVC 50.00 40.00 No.
pipe/spout in RCC beams of U.G. Tank roof slab and RCC
peripheral wall on slab top. Rate shall include
carting/cutting in required size and shape etc. complete as
45 Providing and fixing PVC pipe of 6 Kg./cm2 of 160 mm 5.00 1235.00 No
dia for rain water pipe with shoe.
Sr. Items Qty. Rate in Unit Amount
46 Providing and fixing 40mm dia. GI pipe medium weight 15.00 1397.00 Rmt
quality as openable type with angle iron support at 1.5 m c/c
using 75 x 75 x 10 mm angles, 1 m long with three rows of
pipes as railing including necessary painting with two coats
of approved quality oil paint over one coat of approved
primer including necessary welding, bolting required, if
47 Painting two coats including priming coat on new steel & 50.00 121.28 m2
other metal surfaces with enamel paint, brushing, interior to
give an even shade including cleaning the surface of all
dirt, dust, other foreign matter.
48 Providing and fixing in position 60 cm wide MS ladder with 5.00 5619.00 Rmt
angle of 75 x 75 x 6 mm as support and 50 x 50 x 5 mm
angle as step at 200 mm c/c including (both side) GI side
railing with ISA 75 support including fixing in cement
concrete for any height including making holes in RCC
walls if any and making good the RCC wall / masonry wall
after fixing work of staircase etc. complete as directed
including two coats of approved quality oil paint directed
including two coats of approved quality oil paint over one
coat of approved quality primer.
49 Manufacture,Supply & Delivery of Ductile Iron Flange
socket spigot bends,tees,reducers,or any other specials ass
per BS-EN-545/1995 Class-Aseries K12 Suitable for use
with DI pipes manufactured as per IS:8392/1994 delivery of
specials is to be made to Store or site of works anywhere in
gujarat including all taxes
loading,unloading,carting,stacking,insurance , inspection
charges,octroi etc. complete.Bends (Both side Flange
a) Bends (Both side Flange ended)
b)/I Puddle pipe with flanges at both ends
b)/II Puddle pipe with one End flanges
c) Ring flanges
ii) Above 300 mm dia. 50.00 158.00 Kg.
d) Blank Flanges
ii) Above 300 mm dia. 50.00 158.00 Kg.
Sr. Items Qty. Rate in Unit Amount
50 Providing and laying chequered precast cement concrete 40.00 522.78 m2
tiles 22mm thick with aggegate of sizes upto 6mm in floors,
treads of steps and landings on 20mm thick bed of C.M. 1:6
(1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse
sand) joint with neat cement slurry with pigments to match
the shade of the tiles.
51 Providing, Fabricating & fixing WDS name board of Size 1.00 15640.00 No.
3.00mX0.60 made from ISA 50X50X5 mm M.S angle with
3 Nos supports at back side vertical member of angle size
1.1m ht incl 0.3 m hold fast inserted in compound wall with
necessary dismantling and fixing with cement concrete. The
rate shall also incl 16 g M.S sheet of size 3.00X0.60 mt incl
ACP Sheet with Printing letter with AMC logo as directed
by EIC. rate shall incl painting board with 2 coat of enamal
paint over one coat of anti-corrosive primer.
52 Providing, Fabricating & fixing caution board of size 1.50m 1.00 7900.00 No.
x 0.60m made from ISA 40 x 40 x 5 mm MS angle with
nos. supports at back side vertical member of of angle size
1.10m height (inclu. 0.30m hold fast inserted in compound
wall with necessary dis-mantling and fixing with cement
concrete. The rate shall also include 14g MS sheet of size
1.50mt x 0.60mt including writing notice letters as directed
by engineer in charge the rate shall incude painting board
with two coats of enamel paint over one coat of anti-
corrosive primer.
53 Providing and fixing Radium sign board of size 3.00mt x 1.00 7400.00 No.
0.60 mt made from ACP sheet with writing coloured
reflected letter of WDS name board with necessary clamp
for hanging board at pump house etc. comp as directed by
Eningeer in charge
54 Providing and fixing 1.20 Metre high fencing with 2.0 30.00 385.40 Rmt
Metre long M.S. Angle posts 40mm x 40 mm x6 mm and
oil painting 3 coats fixed at 2.5 Mt,C/c. with five
Horizontan lines and two diagonals of galvanised steel
barbed wire weighting 9.38 Kg. per 100 Metre, strained and
fixed to posts with G.I,staples including fixing the postsin
ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc
Sr. Items Qty. Rate in Unit Amount
55 Providing & Supplying JCB Machine on rental basis in case 20.00 535.71 Hr
of emergency situation and break down type work & also
during unavoidable condition as per instruction of
engg.incharge , rate includes all nece. shifting, fuel and
operating charges and stacking of useful & non-useful
materials separately up to store. (No payment should be
allowed for non working condition of machinery and for
pipe line excavation and laying work)
56 Providing the site grading to the site by excavation / earth 1500.00 2.50 Mtr
fill as per lines and levels and grading the finished ground
level with surplus imported earthfill in dry condition, as
directed by the engineer-incharge etc complete.
57 Making hole of following dia pipe in RCC. Rate includes
electrical hand operated braker set, Gas cutting set with all
required equipment & removing debris etc. complete
a) 300 mm dia 1.00 1591.00 Job
b) 450 mm dia 1.00 2387.00 Job
58 Providing & laying rubble below raft foundation including 30.00 1335.00 Cmt
carting to the work site , ramming consolidating & dressing
etc, Complate including supplying and spredsing of stone
dust filling the gap in rubble and leveling complete .as
instruction given by Engineer in-charge
59 Providing in line level plumb, fabricating and fixing three 140.00 449.00 Rmt
row horizontal barbed wire fencing and punched tape
concertina coil of 9 turns per meter of 610 mm diameter
fixied with clips on top of the angle iron posts. The punched
tape concertina coil having sharp barbs at every 25 mm
spacing shall be 0.5 mm thick and 19 mm width and
weighting 13 Kg./100 mtr. (Average) as per manufacture's
specification. The rate shall also include providing and
fixed 1.20 mt. total long MS angle 40 x 40 x 6 mm @
mt. c/c spacing embedded in RCC column, angle posts shall
be painted with one coats of red oxide and two coats of
enamel paint of approved quality at top of compound wall.
60 Labour charges for writing of capital letter "AMC" in green 50.00 381.00 No.
plaster of 30 cm height, 25 mm thick and 12 mm embossed
as per given detail in outside of compound wall as
instructed by Engineer in charge.
61 Manufacturing, supplying, laying and jointing 150 mm dia 50.00 367.00 Rmt.
RCC P2 Pipe of 0.3 m long as per IS-458 'specification for
compound wall and fixing as per directed by Engineer-in-
Sr. Items Qty. Rate in Unit Amount
62 Fabricating and fixing in position MS structural section 5000.00 90.00 Kg.
such as flat, pipes, plates, hold fast, anchoring bolts / bars
of required size including fixing, welding and two coats of
approved anti corrosive paint over prime coat of red-oxide
including RCC gate column as per drawing etc. complete as
directed by Engineer-in-charge.
63 Providing and Laying of Rubber Moulded Paver Block 300.00 383.04 m2
Grey/Coloured 60 mm thick, M-35 Grade of any size ;
shape (Usually Uni-Paver Blocks) using black trap good
quality aggregate of 20 mm nominal size for footpath,
parking areas, service lanes and other areas as mentioned in
the drawing / instruction of engineer in charge. Cost
includes formworks using rubber mould, Rate providing
and laying paver blocks as per required grading and
specification. The paver block shall be mechanically
compacted. The work of paving blocks shall be executed in
line and level by skill mason of flooring work only. It
should be laid in such a way that the no cutting of the paver
block to be necessary. If cutting of paver block necessary
then it should be cut by machine only and carting. The
finished surface of the paver block shall have reasonably
good, plain finished. Paver blocks shall be compacted and
shall be relaid if necessary. Gravel or such type of materials
shall not be allowed for production. Laying on 5 cms thick
64 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-
H Kerb block for Footpath in M-20 grade using 20 mm
nominal size black trap aggregate of Sevaliya/Timba or
equivalent quality for pre-cast blocks, reasonably exposed
finish/ formwork , mould with well equipped with vibratory
system for kerb stones of approved design including curing,
etc. complete, including the cost of formwork etc. complete.
The rate shall also include necessary cutting of asphalt,
fixing the Kerb stones in line and level on 5 cm thick sand
bedding with necessary equipments and materials. The rate
shall also include the flush pointing in CM (1:3) for all
joints of the kerbstones. Filling of zari alone the sides of the
kerb stone fixed with Bituminous concrete Bituminous
concrete / C.C. mixed in proper position to flush with the
road surface as directed by Engineer in change to form a
portable mixture.
(a) Laying on 5 Cms thick sand Bedding 110.00 350.89 Rmt
65 White washing with lime on wall surfaces (two coats) to 50.00 48.21 m2
give an even shade including thoroughly brooming the
surface to remove all dirt, dust, mortar drops and other
foreign matter etc. complete.
Sr. Items Qty. Rate in Unit Amount
66 Extra over above item for every subseqent coat of white 50.00 26.79 m2
washing with lime on wall surfaces
67 Demolition and disposal of unserviceable materials with all 15.00 603.23 m3
lead and lift.(i) Unrenforcement cement concrete
68 Demolition including stacking of serviceable materials and 15.00 1047.38 m3
disposal of unserviceable maerials with all lead and lifts (b)
69 Demolation of Brick work and stone masonary including 15.00 544.95 m3
stacking of serviceable materials and disposal of
unserviceable materials with all lead and lift.(i) In cement
70 Dismentaling steel work including distempering and 5.00 3.63 Kg.
stacking the material with all lead and lift.
71 Manufacturing, supplying, loading, unloading to work site,
lowering trenches, laying and jointing RCC pipes following
class with Socket and spigot joints as per IS 458-2003
including EPDM Rubber ring as per IS 5382-1985 etc.
Comp.As Directed by Engineer in charge RCC NP3 Pipe
a 300 mm dia. 60.00 616.07 Rmt
72 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 6.00 3500.00 Nos
0.60 depth up to 1 mt including excavation, B.B.C.C.
(1:5:10), 23 cms thick brick maso. wall in the prop. of CM
(1:6) with 40 mm thick IPS flooring in the prop M15 at
bottom and 15 mm thick cement plaster inside the catch pit
in the proportion of CM (1:3) with out jali etc. comp. as
73 CatchPit Jali Fixing P/F FRC catch pit jali with frame 6.00 1383.93 Nos
600mm x 600mm clear opening etc. comp.. As directed by
engineer in charge.
74 Boring holes 3.5 m deep in ordinary soil (for cast in situ 33.00 1509.00 Nos
piles) and getting out the soil and disposal of the surplus
excavated soil as directed within a lead of 50 Meter for
following diameter of pipes.(iii) 300 mm
75 Boring holes additional depth in ordinary soil (for cast in 213.00 431.14 Rmt
situ piles) and getting out the soil and disposal of the
surplus excavated soil as directed within a lead of 50 Meter
for following diameter of pipes.(iii) 300 mm
Sr. Items Qty. Rate in Unit Amount
76 Providing and placing with tremie reinforced cement 75.00 4577.33 Cum
concrete M25 grade in bored hole using 6 mm to 20 mm
machine crushed well graded stone aggregate, natural or
crushed sand of approved quality, Portland slag cement
mixing in batch mix plant, transport, curing, casting of pile
of any dia cut off level & chipping of pile up to cut off
level, disposal of chipped material with all leads & lifts, etc.
complete as per execution drawing & specification & as
directed by engineer In charge. Including mobilization,
demobilization, remobilization, transportation of required
plant and machineries if required. as directed by engineer in
1) Excluding reinforcement, test and M.S. Liners.
77 Providing and casting in situ ordinary Cement concrete M- 50.00 4560.15 Cum
200 for R.C.C. RCC Road Slab including centering,
scaffolding curing and finishing complete.
Toilet block work related Items
78 Providing and laying white glazed tiles 6 mm thick in 5.00 908.17 m2
flooring, treads of steps and landing laid on a bed of
mm thick cement mortar 1:3 (1 cement : 3 coarse sand)
finishing with flush pointing in white cement
79 Providing and laying white glazed tiles 6 mm thick in 18.00 1044.23 m2
skerting risers of steps and dedo on 10 mm thick cement
plaster 1:3 (1 cement : 3 coarse sand) and jointed with
white cement slurry
80 Providing and fixing water closet squatting pan (Indian type 1.00 1510.98 No.
W.C. pan) size 580 mm x 450 mm white colour vitreous
china long pattern type conforming to IS : 2556 (Part III)
together with 100 mm size vitreous China 'S' trap as per IS :
2556 (Part XIII) both of an approved make including
jointing the trap with the pan and soil pipe in C. M. 1:1 (1
cement : 1 sand) with 32 dia. C. P. brass half turn flush
cock complete including earthwork, bed concrete of 1:4:8.
81 Providing and fixing flat back white colour vitreous china 1.00 1976.88 No.
wash basin 550 mm x 400 mm size with CI brackets painted
white. Wash basin shall have 15 mm dia GI supply pipe,
overflow chase, 15 mm dia pillar cock and stop cock with
PVC bottle trap and PVC pipe piece upto wall plus 32 mm
dia PVC waste pipe upto floor level connected to 32 mm
dia CI pipe below floor and connected to nearby floor trap
complete with unions and plumber's white soldered joints
with necessary cleaning eye, complete. All chases cut in
wall for fixing pipes shall be made good in CM (1:4).
Sr. Items Qty. Rate in Unit Amount
82 Providing, laying and jointing in true line and level
U.P.V.C. Pipe (SCH-40) for including fittings make
PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent
as approved by Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every two metre C/C or
shall be concelled as directed including necessary fittings
etc. including testing of pipe and joints and fixing the same
with adhesive solvent, including cost of all materials.
a) 15 mm dia. 100.00 71.93 Rmt
b) 25 mm dia. 25.00 90.93 Rmt
83 Providing & fixing gun metal check or non return full way
84 Providing and fixing brass screw down stop tap.
85 Providing and fixing screw down bib taps of following 2.00 157.29 No.
size.(C)Gun metal screw down bib tap. i) 15mm dia.
86 Providing and fixing 150 mm x 100 mm intercepting sewer 1.00 976.00 No.
trap embedded in concrete complete including excavation
and backfilling.
87 Constructing machinehole with R.C.C. top slab in 1:2:4 mix 1.00 12887.06 No.
(1-cement: 2-coarses and :4- graded stone aggregate 20 mm
nominal size) foundation concrete 1:3:6 mix (1-cement : 3-
coarse sand : 6-Brick bats 40+50 mm size) inside plastering
15 mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse
sand)finished with a floating coat of neat cement and
making channels in cement concrete 1:2:4 mix (1-Cement:
2-Coarses and : 4-stone aggregate 20 mm nominal size)
finished smooth complete including curing and festing (i)
Inside size 900mm x 1200 mm and 2.0 M. deep including
C.I. cover with frame size 560mm diameter total weight of
cover and frame to be not less than 128kgs. (Wt. of cover
64Kg. and Wt. of frame 64Kg.) (A) With 230 mm thick
walls of brick msonry using brick having crushing strength
not less than 35Kg./Sq.cm. in Cement Mortar 1:5 (1-
Cement : 5-Coarse sand) (1) A type depth 0.90 Metre for
150 mm diameter sewer.
Sr. Items Qty. Rate in Unit Amount
88 Constructing brick masonry chamber for under ground C.I. 1.00 3624.51 No.
Inspection chamber and bends with bricks having crushing
strength not less than 35Kg.Cm 2in C.M. 1:5 C.I. cover
with frame (Light duty) 455mm x 610mm internal
dimensions total weight of cover with frame to be not less
than 38Kg. (Wt. of cover 23Kg.) and Wt. of frame 15Kg.)
(R.C.C. top slab e with 1:2:4 mix (1-cement :2- coarse sand
:4-graded stone aggregate 20mm size) foundation concrete
1:5:10 inside plaster 15mm thick with cement mortar 1:3
finished smooth with a floating coat of neat cement on
walls and bed concrete etc. complete. (ii) Inside dimensions
500mmx700mm and 450mm deep for pipe line with one
89 Providing and fixing in position PVC vent pipes of 160 mm 1.00 1235.00 No.
dia 3 m length.
90 Providing and fixing cast iron (Spun) Nahni trap of the 1.00 600.08 No.
following nominal diameter of self cleaning design with C.I.
screaed down or hinged grating including cost of cutting
and making good the walls and floor 100mm inlet and
50mm outlet. (C) 100mm dia.
91 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 1234.57 No.
masonry chamber and water tight C. I. cover with frame of
300 mm x 300 mm size (inside) with standard weight. (i)
Square mouth traps.(B) 150mm x 100mm size P or R type
92 Providing and fixing100mm size P or Strap for water closet 1.00 311.85 No.
squatting pan including jointing the trap with the pan and
soil pipe in cement Mortar1:1 (1-Cement : 1-Fine sand) (A)
Vitreous China.
93 Providing and laying (to level or slopes) and jointing with 25.00 288.23 Rmt
stiff mixture of Cement Mortar in proportion 1:1 Selt
glazed stone ware pipes including testing of pipes and joints
complete.(B)150mm dia.
94 Providing erecting and fixing double coated syntex PVC 5000.00 3.91 litre
(ISI) water tank of required capacity each with all necessary
fittings and connection etc. complete on terrace.
Sr. Items Qty. Rate in Unit Amount
95 Empty boring to the required depth (measured from bottom 180.00 670.16 Rmt
of pile cap to founding level) by means of hydraulic pilling
rig through all strata like soil, sand, clay, murrum, gravel,
pebble, boulder, cobble, soft rock, etc. for pile of diameter
as below, supported with the help of bentonite slurry
including all required plant & machineries, disposal of
excavated material with all leads & lifts, mobilisation
demobilisation, remobilisation if required, transportation of
required plant and machineries, etc. Method of boring shall
be as per IS 2911-Part 1 - Section -II.
1.)Bore hole Drilling shall be done by use of hydraulic rig
using temporary casing of required depth upto cut off level
of pile, using bentonite slurry
2.)Reinforcement will be paid separately.
3.)Length of pile shall be measured from bottom of pile cap
and upto the founding level.
5.)Rate is inclusive of empty boring through overburden
(i.e. temporary working platform, etc.)
600mm dia. Pile
Total of WDS in Rs.
Say Total of WDS in Rs.
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULES OF QUANTITIES AND RATES
PRO.WDS TO EXI. PIPELINE NETWORK CONNETION LABOUR WORKS
TRANSPORTING, LOWERING AND LAYING DI PIPELINE FROM PRO.WDS TO HIRAVADI
JUNCTION AT VIJAYPARK WDS TP-48 FP-64 OPP VIJAYPARK BRTS BUS STAND IN SAIJPUR
WARD IN NORTH ZONE OF AMC AREA UNDER WATER PROJECT,AMC.
Sr. Items Quantity Rate in Rs. Unit Amount
1 Excavation for trail pit of maximum diamension of 1.5 mt x0.75 50.00 223.21 No
x 1.5 mt depth for location of existing line including excavation
but excluding cost asphalt cutting but including refilling,
watering etc. comp as per instruction of Engg in charge.
2 Transporting from AMC store and laying spigot and socket
New DI pipe line DI-K-9 pipe of various classes with CI/DI/MS
specials of following diameters. Rate includes excavation up to
minimum 1.0 mt. depth from top of pipe/as per requirement in
any soil, refilling after laying pipe, covering and temptation of
carting surplus earth up to 30 mt. lead and watering and
compaction. Clearing the site. All Joint shall be made tight &
leak free etc.comp.
3 Only removing recover of existing CI/DI pipe lines & specials
removing any type of joint, carting it to the Muni. Store as &
where directed as per instruction of Engg. In charefge with
excavation & refilling.
a) 80 mm Dia 10.00 63.39 Rmt.
b) 100 mm Dia 10.00 64.29 Rmt.
c) 150 mm Dia 10.00 77.68 Rmt.
4 Removing & relaying of existing CI/DI pipe line & Specials,
Cleaning of Pipe & Specials from inside , inclding excavation
refilig etc. Comp. in the line & level with any type of joint as
per instruction of engg. In charge.
a) 100 mm Dia 10.00 64.29 Rmt.
b) 150 mm Dia 10.00 77.68 Rmt.
Sr. Items Quantity Rate in Rs. Unit Amount
5 Labour charges for installing and jointing Sluice valve/Scour
Valve including loading, transporting from AMC's
store,lowering in location to the required with excavation
refilling alignment by crane/tripod and chain block including
cost of total nos. of nuts, bolts, Necessary gaskets and
excluding fixing of tail pieces with lead & jute etc complete as
directed by Engg. In charge.
6 Labour charges for removing and recover of ex. C.I. Sluice
valve with tail pieces and carting it up to muni. Store or site as
per instruction of Engg. In charge item include necessary
Excavation, removing or making joints, refilling etc. comp. as
directed by Engg. in charge.
7 Providing and supplying CI/DI Tamper proof /Bi Stream Air
valves with SS 304 Float gun metal nozzle of approved make &
quality of following class and diameter including all taxes,
transportation, freight charges, octroi, inspection charges,
loading, unloading, conveyance to the departmental stores,
stacking etc. complete. With Isolating Sluice Valve PN
8 Lowering, laying & jointing in position following air Valves
including cost of all labour, jointing material, including nut
bolts & giving satisfactory hydraulic testing, etc. complete. Air
valve double ball flanged
9 Labour charges for collecting specials from Municipals store 650.00 21.43 Kg
loading, transportation, unloading to the sie, laying and fixing
CI specials inclusive of all jointing materials like lead, spun etc.
and labour, excavation re-filling and nece. Dewatering as per
instruction of engg. Incharge.
10 Labour charges for collecting specials from Municipals store 1,650.00 12.50 Kg
loading, transportation, unloading to the sie, laying and fixing
DI specials inclusive of all jointing materials like lead, spun etc.
and labour, excavation re-filling and nece. Dewatering as per
instruction of engg. Incharge.
As per Rate Analysis.
Sr. Items Quantity Rate in Rs. Unit Amount
11 Manufacture, Supply,Delivery & Fixing of Ductile Iron Socket
Spigot Bends, tees, reducers or any other specials as per BS-EN-
545/1995 Class-A series K12 suitable for use with D.I Pipes
manufactured as per IS:8329/1994 delivery of specials is to be
made to GWSSB store or site of works any where in Gujarat
including fixing, all taxes, loading, unloading, carting, stacking,
insurance, inspection charges, octroi etc. complete.
a) For 100 to 300 mm dia 450.00 148.00 Kg
b) Above 300 mm dia 1,200.00 151.00 Kg
12 Construction of chambers in brick masonary, locally available
in C.M. 1 : 6, foundation concrete 150 mm thick in C.C. 1:4:8
of trap metal size 25 mm to 40 mm thick, inside cement plaster
in C.M. 1:3 and cement pointing outside in C. M. 1 :3 & top
cover of precast RCC slab 150 mm thick upto 1 mt. depth from
G.L. but excl. cost of excavation and refilling. With cast in situ
RCC slab in two piece with fixing FRC frame and cover etc.
complete(excluding cost of frame & cover ) with 23 mm thick
brick masonary wall in C.M.1:6 For Sluice Valve, Air Valve
a) 0.9 x 0.9 x and 1.0 mt. deep chamber 1.00 7,738.00 No.
b) For Extra depth 1.00 4,479.00 Rmt.
c) 1.3 m x 0.9 m x 1 m deep chamber 1.00 9,389.00 No.
d) For Extra depth 1.00 5,282.00 Rmt.
13 Providing and fixing PVC coated steps as per directed. 16.00 66.96 No
14 FRC Manhole Cover Providing F.R.C. MH seat cover incl. 2.00 2,125.00 No
carting to the work site etc. comp. Directed. F.R.C. Extra Heavy
Duty (EHD-35) Manhole Covers & Frames Cover: 728mm ø &
100 mm thick circular cover, 35.00MT load design,100 x 2mm
MS flat all round,16mm ø plain round bar for lifting the cover
& should be fitted with plastic cups. Frame:560mm ø clear
opening, -888 x 888 x 175mm. On the upper periphery off
rame 25x3 mm wide MS flat should be well embed in concrete
to protect the edges off rame. FRC E.H.D.-35 manhole cover &
frame described as above.
15 FRC heavy duty cover size 730 mm. & 90 mm thick circular 2.00 1,830.36 No
cover 20 M.T. design load and frame size 560 mm clear opening
size 890 x 890 x 120 mm.
16 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover 2.00 750.00 No
in line and level to match exisisting road level in C.C. 1:2:4 and
finishing smooth, watering and protecting for 7 days etc.
complete as directed. M.H. seat cover will be supplied
byA.M.C.(from any store) (Based on Drainage SOR 2009-10)
Sr. Items Quantity Rate in Rs. Unit Amount
17 Filling with available excavated earth (excluding rock) in 50.00 129.10 m3
trenches, plinth, sides of foundation in layers not exceeding
cm in depth consolidating each deposited layer by ramming and
18 Conveyance charge of earth, lime, murrum, building rubbish, 10.00 415.76 m3
manual garbage, sludge, excavated rock, fly ash, aggregate of
any kind etc. Upto 5.0 Km lead.
19 Extra rate over item of excavation of earth for excavation of
asphalt pavement/RCC of following thickness including
demolishing the asphalt carpet, metal, soiling/cutting
Reinforcement etc. comp. with stacking the material as directed.
(a) up to 0.20 meter thickness (By Manual) 1,011.00 71.43 m2
(b) up to 0.30 mt (by any type of Breaker Machine or R.C.C Cutter 230.00 178.57 m2
machine including cost of operator, fuel & transportation etc
(c) 0.30 mt & above (by any type of Breaker Machine or R.C.C 230.00 312.50 m2
Cutter machine including cost of operater, fuel & transportation
20 Reinstatement of asphalt road/pavement using same material for 1,471.00 231.47 m2
soling and new metalling grouting with tack coat etc complete
21 Cutting of existing pipelines of following diameters including
carting of nece. specials from AMC store to site and from site to
AMC store (recovered materials) nace. labours for excavation,
jodan & backfilling fitter, supervisor, etc. complete. Rate also
includes electric cutter, dewatering pump fuel and transportation
of machineries, chain pulley block if requires working at an
instructed specific time of day or night etc. complete.
a) 100 (CI/DI) mm dia. 1.00 1,446.43 No
b) 150 (CI/DI) mm dia. 1.00 1,464.29 No
c) 200 (CI/DI) mm dia. 1.00 2,455.36 No
d) 250 (CI/DI) mm dia. 1.00 3,169.64 No
e) 300 (CI/DI) mm dia. 1.00 5,142.86 No
f) 350 (CI/DI) mm dia. 1.00 5,544.64 No
g) 400 (CI/DI) mm dia. 1.00 6,598.21 No
h) 450 (CI/DI) mm dia. 1.00 10,187.50 No
i) 500 (CI/DI) mm dia. 1.00 11,580.36 No
j) 600 (CI/DI) mm dia. 1.00 14,285.71 No
22 Brick work using common burnt clay building bricks having 10.00 4,011.66 m3
crushing strength not less than 35 kg / Sq. Cm. in foundation
and plinth in cement mortar 1:5 (1 cement : 5 coarse sand) etc.
23 Providing & applying . 15 mm. thick cement plaster in single 20.00 222.56 m2
coat on rough side of single or half brick wall for interior
plastering upto floor two level and finished even and smooth in
Cement mortar 1:3 (1 cement : 3 sand) etc. comp
Sr. Items Quantity Rate in Rs. Unit Amount
24 Providing 406 Micron epoxy coating to inside pipe line 100.00 332.00 m2
Providing epoxy coating to inside pipe line with two parts of
Solvent free high build liquid epoxy lining as per AWWA C210-
07 Suitable for potable water application & shall be
approved by CFTRI- lndia/BS 6920-UK/international
standard /NSF/ANSI/-61 2004 to be fit for contact with potable
water for human consumption with 406 micron thickness.
inclusive of necessary materials , labour, Equipment
,Contractor's overhead charges and profit and including all
25 Providing and fixing M.S.Flanges to M.S. Pipe as per IS
specification and as directed by Engineer in charge.
(a) Ring flange - M.S.Special Flanged ends
(i) Upto 300mm dia. 50.00 98.00 kg
(ii) 300 mm dia and above 50.00 98.00 kg
(b) Blank flange - M.S.Special Flanged ends
(i) Upto 300mm dia. 50.00 98.00 kg
(ii) 300 mm dia and above 50.00 98.00 kg
26 Dewatering by pumping set of required capacity including 100.00 18.32 HP/hr
temporary platform carting pumping at site and fixing the same
in position including all accessories, and fuel and labour etc.
27 Making holes on existing C.I./ D.I./MS water pipe line
including necessary GI fittings item also includes necessary
excavation, dewatering and refilling as per instruction engg. In
charge etc. comp.
28 Supply , installation , testing & commissioning of Bourdan 1.00 1,412.00 No
pressure gauge having 150 mm dia with necessary syphon &
S.S. cock and shall be provided at each pump outlet & pump
header as per specification and data sheet. Range 0-5kg/sq.cm
29 Providing and fixing to wall, ceiling and floor galvanised Mild
steel tubes (Medium grade) of the following nominal bore, tube
fitting and clamps including making good the wall ceiling and
floor.((At any floor level)
(a) 15 mm dia GI Pipe 5.00 244.13 Rmt.
(b) 20 mm dia GI Pipe 5.00 297.25 Rmt.
(c) 25 mm dia GI Pipe 5.00 393.93 Rmt.
(d) 40 mm dia GI Pipe 5.00 596.73 Rmt.
(e) 50 mm dia GI Pipe 5.00 779.60 Rmt.
30 Providing and laying in trenches galvanised mild steel tubes
(Medium grade)of the following nominal bore, tube fittings
(Earthwork in trenches to be measured and separately)
(a) 15 mm dia GI Pipe 5.00 150.91 Rmt.
(b) 20 mm dia GI Pipe 5.00 190.97 Rmt.
(c) 25 mm dia GI Pipe 5.00 279.39 Rmt.
(d) 40 mm dia GI Pipe 5.00 421.12 Rmt.
Sr. Items Quantity Rate in Rs. Unit Amount
31 Providing laying and jointing in true line and level following
Dia U.P.V.C. Pipe (SCH-40) for cold water including fittings as
approved by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or shall be
concealed as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials.
a) 15 mm Dia uPVC Pipe 10.00 71.93 Rmt.
b) 25 mm Dia uPVC Pipe 10.00 90.93 Rmt.
c) 40 mm Dia uPVC Pipe 10.00 146.65 Rmt.
d) 50 mm Dia uPVC Pipe 10.00 193.73 Rmt.
32 Manufacturing, testing, supplying, loading, transporting to
worksite, unloading, Loweing in trenches, laying and jointing
RCC pipes following class with Socket and spigot joints as per
IS 458 -2003 including EPDM Rubber ring as per IS 5382-
1985 etc. comp. As Directed by Engineering in charge.
33 Providing And Jointing Stoneware Pipes Incl. Excavation Up to
2 Mt. Refilling, Transporting Pipes To Work Site, Unloading,
Lowering In Trench, jointing material Such As Cement, sand,
Hemp Bitumen As Directed, Incl. Watering The Trenches
Spreading And Carting away Of Surplus material as directed
by engineer in charge.
(ii) 150 mm dia 10.00 163.39 Rmt.
(iii) 230 mm dia 10.00 344.64 Rmt.
34 Repairing of damaged MH including removing damaged brick
& repairing by masonry in C.M. 1:5 & plaster in C.M.1:3 &
fixing C.I. Steps & excluding seat & Cover in C.C.1:2:4 rate
also includes removing debris from MH & carting the same as
a) Up to 0.15 M ( @ two coarse) 5.00 732.14 No
b) Up to 0.35 M ( @ four coarse) 5.00 1,160.71 No
c) Up to 0.65 M ( @ seven coarse) 5.00 1,794.64 No
35 Providing, laying, spreading and compacting graded stone -
aggregate to wet mix macadam specification including
premixing the Material with water at OMC in mechanical mix
plant carriage of mixed Material by tipper to site, laying in
uniform layers in subbase / base course on well prepared surface
and compacting with vibratory roller to achieve the desired
density as per MoRTH clause
(a) Production & Supply of WMM 350.00 1,495.54 m3
(b) Laying of WMM 350.00 31.25 m3
Sr. Items Quantity Rate in Rs. Unit Amount
36 Construction of granular Sub base by providing coarse graded - -
material , spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per Clause 401. For all grade
(a) Production & Supply of GSB (Natural) 350.00 628.57 m3
(b) Laying of GSB 350.00 30.36 m3
37 Providing and Laying of Rubber Moulded Paver Block 100.00 383.04 m2
Grey/Coloured 60 mm thick, M-35 Grade of any size shape
(Usually Uni-Paver Blocks) using black trap good quality
aggragate of 20 mm nominal size for footpath, parking areas,
service lanes and other areas as mentioned in the rawing /
instruction of engineer in charge. Cost includes formworks
using rubber mould, Rate providing and laying paver blocks as
per required grading and specification. The paver block shall be
mechanically compacted. The work of paving blocks shall be
executed in line and level by skill mason of flooring work only.
It should be laid in such a way that the no cutting of the paver
block to be necessary. if cutting of paver block necessary then it
should be cut byvmachine only and carting. The finished
surface of the paver block shall have resonably good, plain
finished. Paver blocks shall be compacted and shall be relaid if
necessary. Gravel or such type of materials shall not be allowed
for production. Laying on 5 cms thick sand bedding.)
38 Labour work for fixing above interlocking blocks on up to 100.00 69.64 m2
50mm th sand bedding,levelling,watering anf fixing. Rate incl.
average 30cm depth for excavation and or filling,carting away
debries/excavated material up to 5 km and cleaning the site
etc.comp. as directed.
39 Labour charges for doing washout of water pipe line at end 25.00 669.64 No
including necessary excavation refilling the pit. Allowing the
water to flow for 15 minutes twice or thrice as per site condition
during supply hour, dewatering the pit and plugging with
existing wooden butch. etc. comp. as per Engineer In Charge
40 Supplying wooden taper plug from jungly wood (like limda,
ambo ) etc. comp.
(a) 15 mm dia to 20mm dia 2.00 13.39 No
(b) 25 mm dia to 37mm dia 2.00 17.86 No
( d) 80 mm dia to 100 mm dia line 2.00 312.50 No
Sr. Items Quantity Rate in Rs. Unit Amount
41 Barricading the entire break down or excavated area on rental 150.00 80.36 Rmt.
basis using wooden ballies / M.S.angles at max. 2.00 meter
centre to centre, C.G.I. Sheet, reflective paint / Board out side to
avoid accident & for smooth traffic diversion & movement
including cautionary board etc. Item also includes for making
temporary sufficient nos of lighting arrangement through out the
work with necessary required arrangement. ..The same shall be
removed after completion of work. (Only for break down work
from start to complete)
42 Labour Charges for repairing the joint leakage in the existing
C.I./DI Pipe line with specials incl. required materials such as
jute and lead etc , nece. excavation in any type of soil, refilling,
nacessary trust block etc.comp. as per instruction of engg.in
charge.(Joint reparied under this item should not be paid in next
four months under normal condition)
(A) 80 MM dia. to 100 MM dia 5.00 379.46 joint
(B) 150 MM dia. to 250 MM dia. 5.00 446.43 joint
43 Drilling of Horizontal bore hole for water main pipeline under -
the Railway tracks /Road / Canal etc in all strata with required
length including fixing of following dia RCC casing pipe Rate
including the cost of Drilling of bore hole, Providing & Fixing
Casing pipe incl. pushing etc. complete but excluding the cost
of Carrier pipe, valve and other items, Entire work should be as
per Approved Drawing and as per Instruction of Railway /
Road/Irrigation or other authority for following diameter of bore
a) Horizontal Drilling 600 & Providing, fixing and pushing RCC 10.00 8,131.58 Rmt
Casing Pipe of 500 mm Dia
44 Filling in plinth with sand under floors incuding watering, 50.00 455.63 m3
ramming, consolidation and dressing complete.
Total Amount of Distribution Network Labour Work Rs.
Total Amount of Distribution Network Labour Work Rs.
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS FOR ELECTRICAL, MECHANICAL & INSTRUMENTATION WORKS WITH 5 YEARS O&M FOR WATER
DISTRIBUTION STATION (WDS) AT VIJAYPARK BRTS IN SAIJPUR WARD OF AHMEDABAD MUNICIPAL CORPORATION (AMC)
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
1.1.1 Installation, testing and commissioning (ITC) of of Submersible Centrifugal (SCF) Pump set of following duty parameters 2 Set - 55,860 55,860.00
including in scope any other parts / accessories / fittings requried to complete the work in all respects & satisfactory
operation of pump set.
Pump Capacity: 600 m3/hr. (1W+1S), Head: 40 m,
Motor Rating: 110 kW
Note : 1. Supply of above SCF Pumpset by client.
2. Bidder to consider Transportation (within 15 to 20 KM AMC Premise) & Installation, Testing & Commissioning of
above Pump set.
3. Scope also include unlisted work required on site for satisfactory operation of pump set, as directed by the Engineer-In-
Charge of the AMC.
SITC of double flanged CI / DI Ele. Actuator operated Sluice Valve as per IS 14846, PN 1.0 of following sizes with SS
304 seat rings, SS Rising Spindle with all hot dipped galvanised hardwares, bolts, nuts & washers, gaskets including all
taxes, insurance, transportation, etc. complete as per IS and Specification.
Size: 350 mm NB (at delivery of each Subm. Pump & 1 no. at header)
2.2.1 SITC of Non slam, double flanged, Single Door type Non Return Valve conforming to IS 5312 (Part-1), PN 1.0, having 3 Nos. 61,179 1,742 62,921.00
CI/DI body and door, CF8M seat rings alongwith all necessary hardwares as per specifications and complete in all respect.
Size : 350 mm NB (at delivery of each Subm. Pump & header)
2.3.1 SITC of CI / DI Tamper proof Flanged Air Valve with Isolation Sluice Valve as per IS 14845 PN-1.0 & IS-14846 PN- 1 No. 13,789.00 411.00 14,200.00
1.0 respectively with SS304 float, gun metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc. as per IS and
Size: 80 mm NB - (At header line of proposed SCF Pump sets)
3.1.1 SITC of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards and as per specs. and complete in all respect. 3 Nos. 12,840 - 12,840.00
Size : 350 mm NB X 300 mm L (at delivery of each Subm. Pump & 1 no. at header)
SITC of double flanged delivery & header CI pipes conforming to IS 1536 / 1537, Class B with connection and complete
as per Specification, GAD & any other as required to complete the work in all respects.
Size: 350 mm to 650 mm dia. (Delivery & header Line up to Duckfoot bend)
4.2.1 CI FITTINGS 1600 kg. 58 58.00
SITC of Flanged delivery & header CI Fittings and Specials like 90 deg. Bend, Blind Flanges, Reducer / Enlarger, Duck
foot bend, TEE, etc. conforming to IS 1538 and complete as per Specification, GAD & any other as required to complete
the work in all respects.
Size: 350 mm to 650 mm dia. (Delivery & header Line up to Duckfoot bend)
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
4.3.1 MS PIPES & SPECIALS 2 RMT 6,136 518 6,654.25
Supply, Gas cutting of pipe, Fabrication, Welding, Installation, Testing and commissioning of MS pipe & Specials,
reducer, expander, bend, Y-Joint, TEE etc. conforming to IS 3589 & flanges confirming to IS 6392-PN-1.0, fabricated
from MS. plate with necessary supports & anchoring. Pipe fabricated from MS plate. (Excluding supply of flange)
Size : 406.4 mm OD X Mini. 8.8 mm Thk. (connection with Ex. RM)
4.4.1 Supply, welding , Installation, testing & commissioning of MS flat machnied faced flanges confirming to IS 6392 & 2 Nos. 3,540 - 3,540.00
drilled to IS -1538 with drilling off center bolt holes and flange thickness as per PN 1.0 including cutting & welding.
Size : 400 mm NB-Drilled
4.4.2 --- Item description as above --- 1 No. 3,080 - 3,080.00
Size : 350 mm NB-Drilled
4.4.3 --- Item description as above --- 1 No. 690 - 690.00
Size : 80 mm NB-Drilled
4.5.1 Flanged Joints of Pipes, Fittings and Specials: 22 Nos. - 1,442 1,442.00
Supply, Installation, Making of Flanged CI / DI / MS / GI Pipes, Fittings and Specials Joints with all jointing materials,
rubber packing, nut bolts, labour etc.for complete connection.
Size: 350 mm dia.
4.5.2 --- Item description as above --- 1 No. - 1,699 1,699.00
Size : 400 mm NB
4.6.1 G.I. PIPES & FITTINGS: 2 RMT 689 27 716
Supply, installation, connection with equipments as required, testing and commissioning of GI pipe conforming to IS-
1239, Heavy Duty with coupling, tee, bend, union, elbow, flanges, etc. as all required fittings for connection complete with
gaskets, hardware, and required accessories as per IS & Specifications
Size: 80 mm dia.
5.1.1 MONORAIL EOT WITH ELECTRIC CHAIN HOIST 1 Set 3,22,770 16,139 3,38,908.50
SITC of Electrically Operated Chain Hoist & Electrically operated Trolley, suitable to operate on Mono Rail Girder having
motorised motion in vertical lifting & cross travel, manufactured as per IS:6547-1972-Class-II & IS-3177- Class-II,
complete with electrically operated chain hoist & Electically operated geared trolley, brake, chain-gear, motors, safety
device, pendant push button, starter panel, cables from motor to starter panel and all other required accessories like limit
switches, panel, power supply system (Fastoon cable type), fasteners, epoxy painting, etc. tested for over load as per IS
complete as per specifications and complete in all respect.
Capacity : 3 Ton. Min. (for SCF pumpsets)
'Lift : 10.00 m as mini. or as per site req.
Bay Length : 10.5 m min. or as per site req.
(w/o MONORAIL GIRDER & MS supporting structure)
Note: Minimum as specified capacity or higher as per requirement such that ECH capacity is min.1.25 times of the pump
set OR single heaviest component to be lifted within pump house.
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
6.1.1 CHLORINATION SYSTEM 2 Plant 2,10,642 - 2,10,642.00
SITC of Wall mounted, FRP cabinet type, Vacuum operated Chlorination plants complete in all respects with required
piping, fitting, valves, safety and testing kit, etc. Complete system combining the Two plants complete in all respect as per
IS and as per specification. (Without Chlorine Cylinder).
Capacity: 5 kg/hr. (Cabinet Type) for each plant. (1W + 1S)
Each plant shall include the followings:
(1) 1 No. Submersible monoblock Pump motor set (SS Body & Impeller) with continuous Cable from pump to starter panel
without any Joint with proper conduit piping and clamping. (2) 1 No. Diffusers (3) 1 No. Ejector (4) 1 No.Chlorinator, (5)
1 No. Vacuum Regulators (6) 1 No. Strainer (7) 1 No. NRV on solution line (8) 1 No. Non Return Valve on Booster Pump
del. line (9) 1 No.Yoke clamp (1 No. for each cylinder) (10) 1 No. Pressure Gauge of range 0-7 kg/cm2 with require piping
and isolation valve for booster pump (11) 1 No. Chlorine Gauge at Cl2 manifold with isolation valve (12) 1 Lot of piping,
fittings, valves & instruments (13) Total 5 nos. or higher as required Isolation valve on gas manifold (14) Vacuum Gauge
(15) MS support of 50 mm x 50 mm x 4 mm thk.
(1) Filled Chlorine 100 kg. cylinder is in the scope of client / AMC.
(2) 1 no. Gas filter shall be provided per manifold.
(3) 1- lot inter connecting piping of identical pipe size of Cl2 booster pumps delivery line with required no. isolation
(4) Seperate gas manifold (min. 1.0" or higher as per manufacturer recommendation) of Carbon Steel shall be provided,
Each manifold shall be connected with 2 nos. cylinder.
(5) Any other as required to complete the work in all respects.
6.2.1 AUTO SHUT OFF CHLORINE CYLINDER VALVE SYSTEM 1 Set 8,34,390 - 8,34,390.00
SITC of Automatic Chlorine cylinder shut off valve of 100 Kg for single chlorine cylinder for chlorination system
comprising of :
(1) 2 Nos. Pneumatic Auto shut off chlorine cylinder route valve with actuator system with Air line filter, Solenoid Valve,
Air motor, Yoke clamp, etc. of required capacity, size, rating.
(2) 1 No- Air Compressor with IE-3 Efficiency Class electric motor
(3) 1 No-Chlorine leak detector of 0-10 ppm capacity
(4) 1 No. Industrial Hooter
(5) 1 Lot-Air piping min. uPVC-SCH 40 for Auto Shut off valve as required
(6) Any other as required to complete the work in all respects.
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
6.3.1 AUTOMATIC CHLORINE LEAK DISSOLVING SYSTEM (CHLORINE SCRUBBER SYSTEM) 1 Set 10,89,170 - 10,89,170.00
SITC of Automatic Chlorine Leak Absorption System for 100 kg Cylinder for chlorination system comprising of :
(1) 4 Nos. FRP Hood for 100 kg Cylinder
(2) 1 Nos. CF Air Blower with IE-3 Efficiency Class electric motor
(3) 1 Lot Flex. PVC ducting line, (All misc. items such as Ball valve for flush line / Water Line / suction & delivery of
pump / drain line, NRV & Strainer for Pump – PP / UPVC)
(4) 1 Lot uPVC SCH 40- Diffuser,
(5) 1 Lot- MCC cum PLC with HMI (min. 7" color touch screen) Based Control panel consisting of minimum 32A, 4Pole
MCCB for incoming power supply with RYB indication, All 3-phase starter shall be provided within the control panel as
per type-2 coordination chart & no other power supply will be provided any additional equipments, complete in all respect.
(6) 1 Lot- Interconnecting Electrical & Instrument Power, control & other required cables, cable tray, earthing etc with
required accessories to complete the system in all respect.
(7) 1 No. Caustic solution storage tank
(8) MS Skid & support for tank & blower
(9) Liquid Caustic – First filling of 20% strength for scrubber system
(10) 1 Lot Hadware, jointing & misc. items etc.
(11) 1 No. Level Gauge
(12) As per Specification & any other as required to complete the work in all respects.
6.4.2 TRAY FOR CHLORINE SOLUTION uPVC PIPES 30 RMT 330.27 30 360.57
Providing & Fixing approved make Perforated C type tray made from CR sheet along with required accessories to sustain
the weight of uPVC pipe with bends, tees and clamps for fixing of uPVC pipe and all the fittings as required as per site
condition. The Perorated type tray shall be single or double needed as per required and as per IS 2062/1079 and shall be
coated with hot deep galvanised as per IS 2629/4759 with coupler plate/Fish plate and complete hardware's, Hot dip
galvanised (HDG) bolts, nuts & washers, gaskets etc. erected providing support as per specification and as per instruction
Size: 100 x 50 x 1.6 mm thk.
6.4.3 Perforated C type tray to cover 100 mm width above C type Tray & Item Description as per 7.1.4 and of following size & 30 RMT 389.86 34 424.20
complete in all respect.
Size: 150 x 50 x 1.6 mm thk.
7.1.1 Providing, Supply of Structure Steel at site of work with freight, loading, unloading carting, etc. including all taxes and 2000 kg. 64.838 - 64.838
duties complete such as joints, channels, angles, MS Grill, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates
(min. 8 mm thickness) for cable trench etc. required for support structure of all Electro-mechanical equipment, piping, etc.
for support on floor / wall / beam / brackets etc. as per site requirement / condition and complete in all respect.
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
7.1.2 Labour Charges for lowering, laying, Fixing with fabrication various size section of MS such as joints, channels, angles, 2000 kg. - 11.365 11.365
Iron Rails, MS Grill, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates, for cable trench etc Complete with two coats of
red oxide and two coats of approved colour shade of epoxy paint as per relevant IS and as per specification.
A TOTAL OF MECHANICAL WORK W/O GST
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS FOR ELECTRICAL, MECHANICAL & INSTRUMENTATION
WORKS WITH 5 YEARS O&M FOR WATER DISTRIBUTION STATION (WDS) AT VIJAYPARK BRTS IN SAIJPUR WARD OF AHMEDABAD MUNICIPAL
CORPORATION (AMC)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
1.1 ELECTRICAL WORK 1 Set 42,071.92 4,111.52 46,183
TPN MCCB (For LT Service Obtaining Requirement)
SITC of 320A TPN microprocessor MCCB, LSIG (50kA) with inbuilt O/L, S/C & E/F
protection with Extended rotary handle, Terminal spreader, Auxiliary change over &
Trip contact, with Outdoor Enclosure with canopy 2mm thick , Single/double door &
Wall mounted/ stand mounted as per site requirement (with incoming & outgoing cable
entry at bottom )with Cable end boxes with RYB indicating lamp, Digital voltmeter,
VSS,ON,OFF & Trip indicating lamp etc as per Power supply company requirements
& location. Including all civil works for fixing of panel on wall.
(Wall mounted at Location as per PSC req.)
2.1 MEDIUM VOLTAGE PANEL BOARD (PMCC /APFC) 1 Set 10,21,100.00 1,00,900.00 11,22,000.00
SITC of PMCC Panel (50kA), compartmentalized, Stand mounted as per site
condition and requirement with required modification / rectofication works as required,
operating height maximum 1800/1900 mm, Extensible on both ends, suitable for
Manual & Auto operation -Local & through PLC/SCADA operation as per site
conditions complete in all respects as per Tender SLD / Specification / IS and including
following as minimum:
(1) One no. Incoming feeder FP 320A Microprocessor MCCB (50kA), LSIG, with
inbuilt O/C, S/C, & E/F protection for I/c with Digital Voltmeter, Voltmeter selector
switch, Digital Ammeter, Ammeter selector switch, Power Factor Meter, MFM with RS-
485 of Class-0.5, Indicating lamps R,Y,B,On,off,Trip, 3nos. 320A/5A, Cl.-0.5 metering
CT, CL 0.5 CT for APFC relay etc. Constant voltage/control voltage transformer
1500VA, 415V/230V AC, with tapping +/-5% in steps of 2.5%, 32A DP MCB
complete in all respects.
(2) 320A TPN Main Aluminium busbars. (main busbars size with current density
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
(3)110 KW SOFT STARTER : 2 NOS. (For SCF Pump) rate incl in rate incl in
Each feeder comprising of Soft Starter with Internal/External bypass contactor for 110 above price above price
kW Motor or higher as per pump manufacturer reco. with soft starter rating minimum
(225A @ 50deg C) with suitable derating with detachable type door mounted display
key pad and with 320A TPN MP MCCB (LSIG), 300A, AC3 duty Line contactor,
Semi conductor fuse, MFM with RS-485, Resin Cast CT Cl: 0.5, SPP, Cooling fan,
PMU as per Vendor recom.,A/M, L/R switch, ON, OFF, TRIP Indication & Start & E-
Stop pushbutton etc..& LCS (PBS) for Actuator-valve with 16A FP MCB,
open,close,stop PB, open,close,trip & L/R indication & 2 nos. terminal strip, SP MCB
Note : For Actuator LCS (PBS) shall be provide potential free contact for
(open,close,trip & L/R ) indication and terminal for Open,close and stop command
because actautor shall be operator from PLC Panel also in addition to LCS (PBS).
(4) 63A TPN TM MCCB FEEDER : 2 Nos. (1 no. for Chlorination system, 1 no.
Each feeder comprising of 63A TPN Thermal Magnetic (TM) MCCB, with indicating
(5) 32A TPN TM MCCB FEEDER : 2 Nos. (1 no. for EOT with ECH at PH., 1 no.
Each feeder comprising of 32A TPN Thermal Magnetic (TM) MCCB, with indicating
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
(6) 63A TPN TM MCCB FEEDER FOR ALL MCB FEEDERS: 1 set: rate incl in rate incl in
Incomer: 63A TPN Thermal Magnetic (TM) MCCB, with indicating lamp etc. above price above price
a) 4 nos. 32A 'C' curve 4P MCB feeders (for 1 no. for ICP/PLC Panel, 1no. for WR-DB,
b) 2 no. 32A 'C' curve 4P MCB with Time switch,32A contactor 4P,ON lamp feeders (for
Indoor & Outdoor LDB)
c) 1no. LCS (PBS) with 16A FP MCB, indicating lamp,Push Button, A/M,L/R switch, SP
MCB, etc. (1 no. for MOV at Header)
(7) APFC separate cubical compartment (minimum 95 KVAr) having 1 no. 250A TPN
Thermal magnetic MCCB 50KA with adjustable overload and adjustable short circuit,
step APFC relay with RS 485, 1 no. 250 A/5A, Cl.-1.0 CT for Ammeter, Digital Ammeter,
ASS, 3 nos. 25 kVAR capacitor with 63A TPN MCCB with capacitor Duty Contractor,
On/Trip Indication,1 no. 10 kVAR capacitor with 32A TPN MCCB with capacitor Duty
Contractor, On/Trip Indication, 1 no. 5 kVAR capacitor with 16A TPN D curve MCB with
capacitor Duty Contractor, 2 nos. 2 kVAR capacitor with 16A TPN D curve MCB with
capacitor Duty Contractor, 1 no. 1 kVAR capacitor with 16A TPN D curve MCB with
capacitor Duty Contractor, A/M switch, On delay timer, Push Buttons etc. Complete in all
respects as per Specification, IS & SLD.
(8) Multiplication relay as required for dry run protection of pumps.
NOTES: (1). All MCCB shall be 50KA, Ics = 100% Icu, inbuilt protection with adj O/L
and Adj.S/c (LSIG for MP MCCB),Extended rotary handle, Terminal spreader, Auxiliary
Change over contact and trip contact as required.(2) All MFM, ACB, Soft
Starter,Temp.Scanner etc shall be with inbuilt RS 485.(3)For Actuator LCS (PBS) shall be
provide potential free contact for (open,close,trip & L/R ) indication and terminal for
Open,close and stop command because actautor shall be operator from PLC Panel also in
addition to LCS (PBS).
2.2 SITC of Lighting Distribution Board (LDB) as under: 2 Nos. 7,196.25 372.69 7,569
SITC of 3 Phase 4 Wire 4P, double door Prewired LDB each for Indoor Lighting &
Outdoor Lighting Suitable to house :
Incoming: 32A FP, ELMCB (30mA)
Outgoing: 20A SP MCB (9 nos.) & 16A SP MCB (9 nos.)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
2.3 SITC of stand / wall mounting type MS Junction Box, minimum 2.5mm thick, with 2 Nos. 2,416.00 128.00 2,544.00
detachable cable gland plate of 3mm thick, duly powder coated, with earthing
terminals, steel structure stand for mounting of JB, etc. for Jointing/Termination suitable
for 1.1 kV Submersible Flexible Copper Power cable with Aluminium/ Copper
armoured power cable from PMCC . Scope shall include providing suitable rating
AL busbars, Support insulators, Crimping type lugs,nuts,bolts,washers etc. complete in
all respects as instructed by E.I.C. Drawing shall be got approved before SITC of the
same. Lugs of cables shall not be connected directly. (Structure steel for Stand shall be
measured separately)
JB of minimum Size: 400mm x 400mm x 300mm or higher as required (for Subm.
Pump power cable)
2.4 SITC of stand / wall mounting type MS Junction Box, minimum 2.5mm thick, with 2 Nos. 2,416.00 128.00 2,544.00
detachable cable gland plate of 3mm thick, duly powder coated, with earthing
terminals, steel structure stand for mounting of JB, etc. for Joining/Termination suitable
for 1.1 kV Submersible Flexible Control Cables of Submersible pump with control
cable from PMCC. Scope shall include providing Terminal connectors for connecting
control cable, copper lugs, etc. complete in all respects as instructed by E.I.C. 20%
additional/spare Terminal connector shall be provided. Drawing shall be got approved
before SITC of the same. SMC/FRP/Bakelite separator shall be provided between
Power cable section & Control cable section. Lugs of cables shall not be connected
directly (Structure steel for Stand shall be measured separately).
JB of minimum Size: 400mm x 400mm x 300mm or higher as required (for Subm.
Pump Control cable)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
3.1 LOW VOLTAGE (LT) CABLES 30 Mtr. 1,367.54 33.33 1,401
Supply, laying, testing and commissioning of 1.1 kV, A2XFY(X)/2XWY(X) XLPE
insulated (IS 7098) Al. / Cu stranded conductor, Extruded innersheath cables as per
specification & IS.
The cable when laid outside the building shall be laid underground in excavated trench,
as per specified method and shall be laid in prepared trench/ on cable tray when laid
inside the building.
SITC of 3.5C x 300 sq. mm. A2XFY(X) Cable (1 run for Power obtaining MCCB to
3.2 SITC of 3C x 240 sq. mm. A2XFY(X) Cable (1R for each PMCC Panel to 2 nos. 40 Mtr. 659.00 19.00 678
Proposed 110 kW Subm. Pump motor JB.)
3.3 SITC of 4C x 10 sq. mm. A2XFY (X) Cable (1R for PMCC Panel to chlorination 50 Mtr. 126.25 12.12 138
3.4 SITC of 4C x 6 sq. mm. A2XFY (X) Cable (For 1 no. Indoor LDB, 1 no. Outdoor 80 Mtr. 112.11 12.12 124
LDB, 1 no.for EOT with ECH at Pump House)
3.5 SITC of 4C x 2.5 sq. mm. 2XWY(X) Cable (2nos. MOV at pump Delivery, 1 no. 250 Mtr. 259.57 10.10 270
MOV on header, 1 no.for ICP & 6 nos.for street light)
3.6 SITC of 12C x 2.5 sq.mm. 2XWY(X) Cable (2nos. MOV at pump Delivery, 1 no. MOV 100 Mtr 395.92 23.23 419
3.7 SITC of Single core 95sq. mm. PVC insulated circular unsheathed copper conductor 20 Mtr 863.55 12.12 876
flexible Cable (For Power supply Metering Panel to I/c MCCB Unit)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
4.1 CABLE END TERMINATION AND CONNECTION: 2 Nos. 976.00 127.26 1,103.26
SITC of Double compression Ni-Plated brass cable glands and crimping type
Bimetallic lugs / sockets with necessary tools and equipment's as specified in
specifications and IS. The glands and lugs / sockets shall be suitable for cable size and
type mentioned below & as per specifications.
1) Earthing the glands and armouring with earthing clamp and jumper and also
connecting to common earth bar.
2) The job also includes, if necessary, supply & fixing of extension busbar of same
material on MCCB or panel board terminal / connector to connect more than one no.
of parallel cables or to connect higher size cable to lower size unit. The job also
includes earthing the glands and armour of the cable with common earth bar or flexible
copper mesh.(Cable termination qty. shall be as per site requirement)
SITC of 3.5C x 300 sq. mm. A2XFY(X) Cable (1 run for Power obtaining MCCB to
4.2 Same as above but, 3C x 240 sq. mm. A2XFY(X) Cable (1R for each PMCC Panel to 2 4 Nos. 825.00 0.00 825.00
nos. Proposed 110 kW Subm. Pump motor JB.)
4.3 Same as above but, 4C x 10 sq. mm. A2XFY (X) Cable (1R for PMCC Panel to 2 Nos. 71.71 19.19 90.90
chlorination panel)
4.4 Same as above but, 4C x 6 sq. mm. A2XFY (X) Cable (For 1 no. Indoor LDB, 1 no. 6 Nos. 47.47 15.15 62.62
Outdoor LDB, 1 no.for EOT with ECH at Pump House)
4.5 Same as above but, 4C x 2.5 sq. mm. 2XWY(X) Cable (2nos. MOV at pump 20 Nos. 50.50 15.15 65.65
Delivery, 1 no. MOV on header, 1 no.for ICP & 6 nos.for street light)
4.6 Same as above but, 12C x 2.5 sq.mm. 2XWY(X) Cable (2nos. MOV at pump Delivery, 6 Nos. 250.00 12.50 262.50
1 no. MOV on header)
4.7 Same as above but, Single core 95sq. mm. PVC insulated circular unsheathed copper 10 Nos. 36.36 11.11 47.47
conductor flexible Cable (For Power supply Metering Panel to I/c MCCB Unit)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
SITC of G.I. (hot dip galvanised ) Ladder type medium duty (2mm thick) Cable Tray
with necessary bends, tees, reducers, covers and clamps for fixing. All material shall be
Hot dip galvanised. All hardware shall be Electro-galvanized/ SS 304 complete in all
respects as per Specification. And including all accessories.
300 x 100 mm - Ladder type
5.3 Supply, laying and erection of 75 mm ID approved make Double Walled Corrugated 20 Mtr. 137.00 21.00 158.00
pipes (DWC) of polyethelene (confirming to IS-14930 II) with necessary connecting
accessoies of same material at required depth for laying of cable below ground / road
surface for enclosing cable and back filling the same to make ground as per original.
5.4 Making Trench/ excavation in soft soil of suitable width and of depth (minimum 50 Mtr. 0.00 46 46.46
750mm depth (LT) & 1000mm for HT) for laying cable/ DWC pipe and back filling the
same and making the surface as normal ground as per IS & Ternder Specification/Drg.
(For laying of HT/LT cable)
5.5 Cable Protection/ Covering in Trench: Cable Covering with second class bricks or 20 Mtr. 103.02 31.31 134.33
cement tiles laid cover the cable (top) & also on both side with sand bedding/cusioning
of 75mm.& covering of 150mm Layer of sand above cable (16 bricks per meter.) as
per IS & Tender Drg/ Specification. (For HT/LT cable protection) complete in all
respects as instructed by EIC.
6.1 CHEMICAL EARTHING SYSTEM 2 Set 10,015.16 579 10,593.89
SITC of Maintenance free chemical earthing (copper) with earthpit of minimum bore
size dia. 225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS-
3043:1987 /Tech spec. made of corrosion free Pipes having Outer pipe dia of 48 mm
having 250 Micron copper plating, Inner corrosion free Hot dip galvanised (80 to
micron) pipe dia of 26 mm with copper flat strip type connection terminal 14mm dia
with constant ohmic value surrounded by highly conductive corrosion resistant chemical
compound with high charge dissipation suitable for electrical installation & of 3Mtr.
length of Pipe with two nos. 25Kg. bag of Back filling compound..( 2 nos. for ICP
NOTE: Earthing Resistance value & date shall be painted on the chamber cover.
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
6.2 SITC of Maintenance free chemical earthing with earthpit of minimum bore size dia. 6 Set 6,709.43 385.82 7,095.25
225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS-
3043:1987 /Tech spec. made of corrosion free Hot dip Galvanised (min 150 Microns)
Pipes having Outer pipe dia of 76 mm , Inner corrosion free Hot dip galvanised (80 to
100 micron) pipe dia of 26 mm with copper flat strip type connection terminal 14mm
dia with constant ohmic value surrounded by highly conductive corrosion resistant
chemical compound with high charge dissipation suitable for electrical installation &
3Mtr. length of Pipe with two nos. 25Kg. bag of Back filling compound. (2 nos.for LT
Panel & 4nos. for all elect. Equipments)
NOTE: Earthing Resistance value & date shall be painted on the chamber cover.
6.3(a) SITC of 50mm(w) x 8mm(T) etc. sizes as required, HOT dip galvanized GI Strip 468 Kg. 60.60 17.17 77.77
including supply & fixing using GI spacers, saddles when laid inside the building and
inclusive of excavation & refilling of earth when laid outside the building &
interconnection with earth pit & all electro-mechanical equipments.
(50X8 G.I Strip wt.3.12 kg/m, 3.12x150Mt.=468kg.)
6.3(b) SITC of 25mm(w) x 3mm(T) etc. sizes as required, HOT dip galvanized GI Strip 42 Kg. 60.60 17.17 77.77
including supply & fixing using GI spacers, saddles when laid inside the building and
inclusive of excavation & refilling of earth when laid outside the building &
interconnection with earth pit & all electro-mechanical equipments. (25X3 G.I Strip,
6.3(c ) SITC of 25mm(w) x 3mm(T) etc. sizes Copper Strip including supply & fixing of 38 Kg. 760.53 34.34 794.87
bolts, saddles when laid inside the building and inclusive of excavation & refilling of
earth when laid outside the building & interconnection with earth pit & PLC Panel
(25X3 Cu. Strip, 0.761 Kg/m, 0.761 x 50 mtr.=38.05Kg.)
Copper Bolt,Nuts ,Washers shall be used for Connecting Earth electrode to individual
eqp. Bitumen shall be used at the place of joint/welding. (For PLC Panel to Earthing)
6.3(d) SITC of HOT Dip Galvanized iron strip wire 8 SWG (For LDB, PDB, LCS,Street 21 Kg. 60.60 17.17 77.77
light pole earthing etc.)
(8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 200Mt.=20.6)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
7.1 INTERNAL WIRING 100 Mtr. 72.72 6.06 79
SITC of Mains & outlet points wiring with 1.1 kV grade FRLS PVC insulated ISI
marked flexible stranded copper conductor wires with medium class min. 25mm. dia.
Rigid PVC pipe and accessories to be erected concealed in / to be run on surface / wall /
ceiling with following sizes as mentioned below. The unit rate wirings shall be with
connector, PVC junction box, wires, holder, ceiling rose, angle holder, switch, sockets,
switch board, brass chromium / cadmium plated machine screws, phase and neutral
wires, green Earth continuity wires etc. as required to complete wiring from LDB panel
to the final outlet termination points. The wiring shall be as per IS:732, IS:4648 and
as per tender specification / IS.
(a) SITC of Mains wiring with 3 wire 1.5 sq.mm.
7.2 As per above but (b), SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender 120 Mtr. 90.90 6.06 97
specification & IS.
7.3 As per above but (c ), SITC of Mains wiring with 4 wire 1.5 sq.mm as per tender 150 Mtr. 80.80 6.06 87
specification & IS.
7.4 As per above but (d), SITC of Mains wiring with 4 wire 2.5 sq.mm as per tender 150 Mtr. 114.13 6.06 120
specification & IS.
7.5 SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & 41 Nos. 269.67 59.59 329
earth wire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC
insulated multistrand copper wires , pipe to be erected concealed in flushed on wall /
ceiling, complete with 6A Tissino Type ISI marked flush type switch / bell push &
accessories erected on metal / PVC Box covered with 3 mm thick PC (Polycarbonate) /
Acrylic sheet with necessary lamp holder / ceiling Rose / H. D. connector as directed
with medium class Rigid PVC pipe & accessories.
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
7.6 SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire 4 Nos. 240.38 50.50 291
of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated
multistrand copper wires with medium class Rigid PVC pipe and accessories to be
erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type
switch erected with earth continuity connection erected on Metal / PVC box covered
with 3 mm thick PC(Polycarbonet) / Acrylic sheet.
(2nos at LT room cum PH, 1no. at Torrent Room, 1 no. Chlorine scrubber room)
7.7 SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & earthwire 4 Nos. 520.15 50.50 571
of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated
multistrand copper wires with medium class Rigid PVC pipe and accessories to be
erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type
switch erected with earth continuity connection erected on Metal / PVC box covered
with 3 mm thick PC(Polycarbonet) / Acrylic sheet. (2nos at LT room cum PH, 1no. at
Torrent Room, 1 no. Chlorine scrubber room)
7.8 SITC of Single Phase 20A 3 Pin Matal clad Industrial Type Socket with plug top 4 Nos. 780.00 39 819
and 20A SPMCB, suitable for flush mounting, in 16 SWG MS box of suitable size and
covered with 3 mm thick electrical grade hylam sheet or eqivalent ISI marked Electrical
grade bakelite sheet and earthing with 2.5 sq.mm insulated copper wire run inside the
conduit including interconnections etc. complete as required. (2nos at LT room cum PH,
1no. at Torrent Room, 1 no. Chlorine scrubber room)
7.9 SITC of One 300/380 mm dia. Ex fan 16A independent Plug point near Ex. Fan with 2 Nos. 520.15 50.50 571
2nos. 4 sq.mm Cu. Mains size wiring & earthwire of 1.5 sq.mm (green) both are of ISI
marked 1.1 KV grade FRLS PVC insulated multistrand copper wires with medium class
Rigid PVC pipe and accessories to be erected on wall / ceiling, complete with ISI
marked 3Pin socket and tissino type switch erected with earth continuity connection
erected on Metal / PVC box covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet.
Plug point shall be near Ex.Fan.
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
7.10 SITC of 380mm sweep 1400 R.P.M exhaust fan, capacitor type, having double ball 2 Nos. 3,035.05 47.47 3,083
bearing, M.S.blades, mounting frame, forearms, suitable to operate on 230V,50 HZ AC
supply conforming to IS: 2312.Fan shall be painted with epoxy grey colour controlled
by one 6 A flush type switch on board and 6A plug point near Ex. fan.
(2nos. for chlorination room)
7.11 SITC of Sheets steel powder coated weather proof enclosure with One no. 32A, 415V 1 Nos. 733.26 39.39 773
4P MCB for Motor & Inductive load (C Curve) having 10 KA breaking capacity &
confirms to IS: 8828. (1no. at LT Room cum Pump house)
8.1 LED LIGHT FIXTURES & LIGHTING: 20 Nos. 269.67 26.26 296
SITC of Indoor wall mounting 20Watt or up to 25% higher wattage LED 4 feet
Tube Light indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on
single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel
conforming to IS: 513/CRCA polyester powder coated and high U.V. & corrosion
resistance with diffuser and/or Polycarbonate optics with company mark/name
120 to 300 V,Power Factor more than 0.9, THD < 10 %,
CCT 4000 K to 6500K, Uniformity ratio >0.7,
Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
(Each fitting required LM-79 & LM-80 Certificates)
Tube Light with integral / non-integral driver, Surge-4KV,IP-20, 4 feet, Cat-III
(2nos. for Torrent Room, 4nos. for office room, 5nos. for LT Room cum Pump house,
4nos. for chlorination Room, 2nos. Chlorine scrubber room, 3Nos. for PLC Room)
8.2 Item description as per Sr. No. 8.1.1 SITC of 7 watts LED Lamps integral type,cool 5 Nos. 112.11 0.00 112
white with PC diffuser suitable for B22 LAMP holder (1no. for Torrent Room, 1no. for
office room, 1no. for LT Room cum Pump house, 1no. for chlorination Room, 1 no.
Chlorine scrubber room)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
8.3 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down 3 Set 1,545.30 51.51 1,597
rod, canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to
operate on 230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted with
white colour. (1no. for office room, 2nos. for LT Room cum Pump house)
8.4 SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High 3 Nos. 5,065.15 129.28 5,194
power White LEDs wattage of 1Watt and above assembled on single MCPCB,
efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum
housing with smooth finish powder coated and heat sink extruded aluminium with
diffuser and Polycarbonate optics/ lenses with company mark/name engraved or
120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,
Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >
( Each fittings required LM-79 & LM-80 certificates)
(IP-65), Surge -4KV Cat-III
For Indoor use: (Pump House)
8.5 SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 13 Nos. 471.67 86.86 559
20 cms x 20 cms x 3 mm thick M.S. base plate, erected on wall or corner for mounting
luminaire with necessary hardware materials duly painted for wall mounting indoor
flood light fixtures on Wall of Buildings & post top lantern.
9.1 EXTERNAL LIGHTING (Flood LIGHT): 10 Nos. 5,916.58 171.70 6,088
SITC of 70W LED Wall mounted LED Flood Light fittings with High power White
LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than
130 lm/w and corrosion free High pressure die cast aluminum housing with smooth
finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate
optics/ lenses with company mark/name engraved or embossed
120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,
Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >
( Each fittings required LM-79 & LM-80 certificates)
(IP-65), Surge -4KV Cat-III
For Outdoor use
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
10.1 SAFETY ACCESSORIES 4 Nos. 8,645.60 26.26 8,671.86
SITC of following safety accessories complete with necessary fixing brackets, other
accessories and tools etc. as required to complete the job.
Supply & Erecting carbon dioxide (CO2) fire extinguisher of 6.5kg capacity with
necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts grouted in wall
complete. (1no. for Torrent Room, 1no. for office room, 1no. for LT Room cum Pump
house, 1no. for chlorination Room)
10.2 Supplying of standard first AID box with antiseptic cream, medicine for use on wounds 2 Nos. 299.97 - 299.97
due burn, crepe bandage, guage bandage, medicated ready to use bandage (Band-aid)
adhesive tape for medicinal user, scissors, antiseptic solution (Savlon or similar) etc.
(All above contents shall be of standard makes) (1no. for office room, 1no. for LT
Room cum Pump house)
10.3 Supply & fixing of printed instruction (First Aid) Chart both in English and Gujarati and 2 Nos. 124.23 6.06 130.29
duly framed with front glasses, for treatment of person suffering from electric
shock.(1no. for office room, 1no. for LT Room cum Pump house)
10.4 Supply and laying of Synthetic Insulating Mat of Class - A of min. thickness 2mm as 5 Sq.mtr 1,027.17 - 1,027.17
per IS:15652 and with good electrical insulation property for 1.1KV/3.3KV as per site .
requirement. (For LT Panel)
Unit Supply Unit ITC Rates Total Unit Total Amt in
Item Description Rates in Rs in Rs Rates in Rs Rs
11.1 LIASONING CHARGES FOR OBTAINING NOC 1 Ls. 10,000.00 0 10,000.00
Power Liasoning Charges for obtaining N.O.C from Electrical Inspector / Statutory
authority for Power / Ele. Installation. (Fees shall be paid by tenderer for obtaining
N.O.C. from Electrical Inspector / Statutory authority on behalf of client and shall be
reimbursed on submission of original receipt to Client).
Liasoning Charges shall include preparing required attested documents & drawing for
obtaining NOC on behalf of client (Applicable Fees / deposits shall be reimbursed by
B TOTAL OF ELECTRICAL WORKS WITHOUT GST
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS FOR ELECTRICAL, MECHANICAL & INSTRUMENTATION WORKS WITH 5 YEARS O&M FOR WATER
DISTRIBUTION STATION (WDS) AT VIJAYPARK BRTS IN SAIJPUR WARD OF AHMEDABAD MUNICIPAL CORPORATION (AMC)
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
1.0 PRESSURE MEASURING SYSTEM: 1 No. 26,903 2,244 29,147
Supply, installation, testing and commissioning of Pressure Transmitter with local display along with two valve manifold
, required fittings, tubing (all valves, fittings, tubings, etc. shall be in SS 316 only), all accessories, hardware, etc. complete
in all respects as per specifications and having following measurement ranges:
Range : 0 - 6 Kg/cm2 (at header of SCF Pump)
1.1 SITC of Bourden type Pressure Guage glycerene filled having 150 mm dial with necessary fittings/accessories (Manifold 2 Nos. 2,042 171 2,213
valve, nipples, etc. shall be in SS 316 only) as per specifications & complete in all respects. Pressure gauge shall be
provided on each Pump delivery side.
Range : 0 - 6 kg / sq.cm.
2.0 LEVEL MEASURING SYSTEM 1 No. 54,860 4,576 59,436
Supply, installation, testing and commissioning of Ultrasonic Level Transmitter along with 10 meter cable between
Sensor and Transmitter, all mounting accessories, hardware, etc. complete in all respects and as per specification and
having following measurement ranges for liquid (Sewage) application:
Meas. Range: upto 10 mtr. at sump)
The scope also includes providing 4" flanged , puddle pipe approximate 300 mm long including fixing of the same in civil
structure slabe of pump house for mounting of transmitter.
3.0 Supply, installation, testing & commissioning of Float & Board type level indicator along with all accessories, hardware, 1 No. 16,353 1,365 17,718
etc. complete in all respects as per specifications and having following measurement ranges:
Meas. Range: upto 6 m at Sump
4.0 ELECTRO MAGNETIC FLOWMETER MAINS OPERATED 1 No. 1,85,900 6,571 1,92,471
Supply, installation, testing and commissioning of Full Bore Electromagnetic flow meter comprising of IP-68 Sensor , IP-66
remote type transmitter with 20 m cable between sensor and transmitter along with all mounting accessories, Weather
proof enclosure for transmitter, hardware, mounting stand, etc.
as per specification and to complete the work in all respect as per site condition necessary connection with pipe and shall
have following size.
Meter Size : 350 mm NB (At common discharge header of SCF Pump)
Pipe Size : 350 mm NB
5.0 INSTRUMENT CABLE & ACCESSORIES 100 MTR. 114 6 120
'Supply, Laying, Installation, Connection, Termination, Testing & Commissioning of Instrument Cables along with gland as
The unit rate shall include
a) Supply, loading & unloading of the cable at site from store.
b) Shifitng of cable from site store to place of installation.
c) Fixing of cable clamps, brackets, supports, route markers etc. where ever required to fix the cables safely.
d) Excavation, back filling and levelling of ground alongwith laying of fine sand, protection bricks and other necessary civil
material for laying cables outside the building.
e) Testing and submission of sketches & reports of all the cables laid.
5.1 SIGNAL CABLE 150 MTR. 96 5 101
Unit Supply Rates Unit ITC Rates in Total Unit Rates
Qty Unit Total Amt in Rs
Sr. No. ITEM DESCRIPTION in Rs Rs. in Rs
5.2 CONTROL CABLE 200 MTR. 339 17 356
6.0 INSTRUMENT CABLE TRAY 10 MTR. 520 26 546
Supply and installation / erection of Perforated type cable tray of galvanized mild steel sheets of 2 mm thickness with
required, hardware, fitting and support structral asccessories . All material shall be Hot dip galvanised as per IS 2629 and
tray hardware shall be in GI. Support structutre shall be of structral steel for mounting the cable tray on wall / cable trench
or as per site condition,
200 X 25 mm - Perforated type
6.1 50 X 25 mm - Perforated type 40 MTR. 208 10 218
7.0 CABLE END TERMINATION AND CONNECTION : 8 Nos. 153 8 161
'Supply, fixing, connection, testing and commissioning of double compression brass cable glands and crimping type
Bimetalic lugs / sockets with necessary tools and equipments as specified in specifications and IS complete in all respects.
The glands and lugs / sockets shall be suitable for cable size and type mentioned above. The job also includes earthing the
glands and armour of the cable with common earth bar or flexible copper mesh as applicable.
7.1 SIGNAL CABLE 6 Nos. 153 8 161
7.2 CONTROL CABLE 10 Nos. 224 11 235
C TOTAL OF INSTRUMENTATION WORK W/O GST
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
SCHEDULE OF QUANTITIES AND RATES OF TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE
FURNITURE FOR WDS AT VIJAYPARK BRTS IN SAIJPUR WARD OF AHMEDABAD MUNICIPAL
CORPORATION (AMC)
DESCRIPTION QTY. UNIT RATE AMOUNT
1.1 Office Wooden Table of size 1500 mm length X 750 mm width 1 No 8,000
1.2 Office Steel Chair with arm rest. 2 Nos 4,000
2.1 Padestal fan: Min. 400 mm sweep, 230 v AC with speed regulator 1 No 5,000
3.1 Ladder: Ladder shall be made out of light aluminium allow of good 1 No 15,000
strength. They shall be of step ladder, foldable, self supportig type
with sperader of metalic angles or high strength.
(i) 6 Meter long aluminium Ladder
D GRAND TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE FURNITURE W/O GST
D GRAND TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE FURNITURE W/O GST
Note: Above items shall be handed over to AMC.
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
Schedule of Quantities and rates for SITC work of Mechanical, Electrical and Instrumentation work with Five year Operation & Comprehensive Maintenance of Water Distribution Station at Vijaypark BRTS in SAIJPUR
WARD OF AHMEDABAD MUNICIPAL CORPORATION (AMC).
E- Man Power For Operation & Maintenance
1st Year 2nd Year 3rd Year 4th Year 5th Year Reference
Sr. No. Details
Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount
Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount
For First year as per minimum Wages Circular, for 2nd, 3rd, 4th & 5th year 7% rise is considered for making Estimate only. Actual Amount shall be paid as per time to time revised Minimum Wages by Govt. of Gujarat/
F- Repair & Maintenance Cost
1st Year 2nd Year 3rd Year 4th Year 5th Year
Sr. No. Details
Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount
Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount Qty. Rate/ Month Total Amount
Painting (MS Structure AMC
Machineries) Rate
Chlorination Plant
Auto shut off valve and
Chlorine scrubber system
with Chlorine leak detector
Caustic solution
replacement / Top-up cost
Cylinder transportation OR
as per requirement of WDS
Total Amount for O&M work/ Month (E+F) 64,724.00 86,990.00 91,325.00 95,963.00
Total Amount for O&M work/ Month (E+F) 64,724.00 86,990.00 91,325.00 95,963.00
E Final O & M Amount for 5 years (Excluding GST)
Signature of Contractor Addl. City Engineer (Water Project)
Name : Ahmedabad Municipal Corporation
Company’s seal :
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details.html
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Technical bid.pdf
Technical specification.pdf
Financial bid.pdf
SOIL REPORT 492526 WDS Vijaypark.pdf
01.LAYOUT PLAN FOR VIJAYPARK WDS new layout.pdf
02.GAD FOR VIJAYPARK WDS Model.pdf
02-Mech. GAD-VIJAYPARK WDS-R0-02.04.2026.pdf
03. VIJAYPARK_Network_2026.02.11_R0.pdf
04-L.T. SLD-R0-01.04.2026.pdf
05-LT Cable laying details-01.04.2026.pdf
06.-Typical Earthing Layout-01.04.2026.pdf
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