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Tender ID
Tender Value
₹170.1 Cr
EMD Value
₹1.7 Cr
Closing Date
30 Mar 2026, 6:00 pmClosed
Executive Engineer , Ahmedabad Urban Development Authority, Ahmedabad
Construction and commissioning of Sewage Treatment Plant (STP) and Under Ground Drainage Network with Pumping Stations etc including 5 years Operation and Maintenance in Various TP Schemes of section 2 in AUDA Area, Gujarat (Job No.:- 41/2025-26)
281686
Job No.:- 41/2025-26
Open
Miscellaneous Works
Works
Ahmedabad
3 documents required · 3 mandatory
₹18,000
Ahmedabad Urban Development Authority, Ahmedabad
₹1.7 Cr
27 Feb 2026
27 Feb 2026
27 Feb 2026
30 Mar 2026
27 Feb 2026
Name of Work:- Construction and commissioning of Sewage Treatment Plant (STP) and Under Ground
Drainage Network with Pumping Stations etc including 5 years Operation and Maintenance in Various TP
Schemes of section 2 in AUDA Area, Gujarat”
Schedule No. Description Amount in Rs.
Schedule - B1 Sewer Collecting Network
Schedule - B2 Rising Main pipeline
Schedule - B3 Pumping Stations with Screen Chamber
Schedule - B4 Mechanical Works
Schedule - B5 Electrical Works
Schedule - B6 Compound wall
Sewage Treatment Plant
Schedule - B7 (i) 30.0 MLD STP
(ii) 10.0 MLD STP
Schedule – B8 Operation & Maintenance of UGD and STP for 05 Years
Total of Schedule-B
Estimated Amount put to tender Total Rs.
(Rs. One Hundred Seventy Crore Eight Lakh Nine Thousand Three Hundred Fourty Six Rupees Only)
These rates are without GST.
* Estimated Amount * Estimated Amount
Put to tender Put to tender
Deduct……………………… Add…………………………
Rupees In Words…………… Rupees In Words……………
I / We am / are willing to carry out the work at ………………………………… above / below / at par percent
(should be written in figures and words), the estimated rates mentioned above.
Now amount of my / our tender works out as under.
(* Please strike out whichever is not applicable)
Above all items of “Schedule-B” with Item Description, Unit, Qty, Rate and Amount have verified by me and found
Executive Engineer
Bidder’s Stamp and Initials AUDA, Ahmedabad.
AUDA Drainage Project
Sewer Collecting Network
Item Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures In Words
1 Excavation for pipeline tenches for sewerage line as per
required gradient and line including all safety provision using
site rails and stacking excavated stuff including up to all
required lead cleaning the site etc. complete for all lift and strata
a) In all sorts of Soil and soft murrum
350990 0.0 to 1.5 m 89.89 Rupees Eighty Nine and Paise Eighty Cmt
103650 1.5 to 3.0 m 98.98 Rupees Ninety Eight and Paise Ninety Cmt
b) In hard murrum,boulders incl macadam road
20820 3.0 to 4.5 m 155.54 Rupees One Hundred Fifty Five and Cmt
Paise Fifty Four Only
110 4.5 to 6.0 m 162.61 Rupees One Hundred Sixty Two and Cmt
Paise Sixty One Only
1050 4.5 to 6.0 m In hard rock 196.95 Rupees One Hundred Ninety Six and Cmt
Paise Ninety Five Only
2 32614.40 Providing bedding incl. ramming, watering, levelling 332.29 Rupees Three Hundred Thirty Two Cmt
consolidating etc. complete as per standard and instruction of and Paise Twenty Nine Only
engineer in charge as above with required quality sand brought
from outside including all lead.
3 Providing and supplying of Class SN8 Structured Wall
polyethelene Piping systems (Pipe with online/offline coupler
and elastomeric sealing ring) with non-smooth External Annular
Corrugated and Smooth Internal Surfaces (Double Wall) for
non pressure underground Sewerage & Drainage application as
per EN:13476-3 (manufacture with Anti-rodent Chemical)
including all local and central taxes, transportation, freight
charges, octroi, inspection charges, loading, unloading,
conveyance to the departmental stores etc. complete. (ID Dia)
Corrugated DWC HDPE Pipes (Non Pressure pipes)
3.1 123795 i) 200 mm 745.38 Rupees Seven Hundred Forty Five and Rmt
Paise Thirty Eight Only
3.2 13270 ii) 250 mm 1,014.04 Rupees One Thousand Fourteen and Rmt
Paise Four Only
4 Lowering, laying and jointing of class SN 8 structured wall
(External Annular Corrugated & Smooth Internal surface)
Polyethylene Piping and fittings with the help of coupler ( on
line / off line ) attached with one end of pipes, sliding over the
elastomeric sealing rubber ring placed on the specified valley of
the corrugation at the spigot end, lowering the same into the
trench, laying on the lower bedding (constructed at bottom of
trenches) at prescribed gradient, depth & alignment, testing the
water tightness of the joints, ensuring the continuity tests of
specified pipe segments etc. complete as per drawing,
specifications & detailed engineering, including carriage of
pipes & fittings from site stacks to the place of laying etc. as per
direction of Engineer-in-charge.
Corrugated DWC HDPE Pipes (Non Pressure pipes)
4.1 123795 i) 200 mm 33.33 Rupees Thirty Three and Paise Thirty Rmt
4.2 13270 ii) 250 mm 42.42 Rupees Forty Two and Paise Forty Rmt
5 Providing and supplying lSI Standard R.C.C. pipes (of Sulphate
Resisting Cement) in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints
including all taxes, insurance, transportation, freight charges,
octroi, inspection charges, loading, unloading, conveyance to
departmental stores, stacking etc. complete.
Note : One rubber ring should be supplied with each full length
socketed pipe, cost included in rates below.
Item Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
Class NP3 Test pressure 0.7 kg/sqcm
5.1 490 200 mm dia 421.17 Rupees Four Hundred Twenty One and Rmt
Paise Seventeen Only
5.2 12360 300 mm dia 762.55 Rupees Seven Hundred Sixty Two and Rmt
Paise Fifty Five Only
5.3 8855 400 mm dia 1,161.50 Rupees One Thousand One Hundred Rmt
Sixty One and Paise Fifty Only
5.4 1230 450 mm dia 1,374.61 Rupees One Thousand Three Hundred Rmt
Seventy Four and Paise Sixty One Only
5.5 2235 500 mm dia 1,499.85 Rupees One Thousand Four Hundred Rmt
Ninety Nine and Paise Eighty Five
5.6 1780 600 mm dia 1,965.46 Rupees One Thousand Nine Hundred Rmt
Sixty Five and Paise Forty Six Only
5.7 70 750 mm dia 3,067.37 Rupees Three Thousand Sixty Seven Rmt
and Paise Thirty Seven Only
6 Lowering, laying and jointing R. C. C. pipes of following
diameters in proper position, grade and alignment at all level as
directed by Engineer-in-charge including conveyance from
stores to site of work, labour, giving hydraulic testing as per lSI
6.1 490 200 mm dia 97.97 Rupees Ninety Seven and Paise Ninety Rmt
6.2 12360 300 mm dia 120.19 Rupees One Hundred Twenty and Rmt
Paise Nineteen Only
6.3 8855 400 mm dia 153.52 Rupees One Hundred Fifty Three and Rmt
Paise Fifty Two Only
6.4 1230 450 mm dia 172.71 Rupees One Hundred Seventy Two Rmt
and Paise Seventy One Only
6.5 2235 500 mm dia 190.89 Rupees One Hundred Ninety and Paise Rmt
Eighty Nine Only
6.6 1780 600 mm dia 230.28 Rupees Two Hundred Thirty and Paise Rmt
Twenty Eight Only
6.7 70 750 mm dia 291.89 Rupees Two Hundred Ninety One and Rmt
Paise Eighty Nine Only
7 Providing and constructing Precast RCC manhole in RCC M-40
grade controlled concrete as per drawing, in OPC including
excavation, 80 mm thick PCC in M-15, reinforcement in TMT-
500, PVC foot steps including inside epoxy paint complete, etc.
7.1 Manhole Circular type having inside diameter of 1200 mm for
depth upto 2.99 m
(for 200 mm to 600 mm dia sewer)
(i) 4017 1.20 m dia x 2.0 m depth 35,931.76 Rupees Thirty Five Thousand Nine No
Hundred Thirty One and Paise Seventy
(ii) 470.84 1.20 m dia - Extra depth beyond 2.0 m but upto 2.99 m depth 8,350.215 Rupees Eight Thousand Three Rmt
Hundred Fifty and Paise Twenty Two
7.2 Manhole Circular type having inside diameter of 1200 mm for
depth upto 3.99 m
(for 200 mm to 600 mm dia sewer)
(i) 527 1.20 m dia x 3.0 m depth 46,767.04 Rupees Forty Six Thousand Seven No
Hundred Sixty Seven and Paise Four
(ii) 223.85 1.20 m dia - Extra depth beyond 3.0 m but upto 3.99 m depth 9,765.69 Rupees Nine Thousand Seven Rmt
Hundred Sixty Five and Paise Sixty
7.3 Manhole Circular type having inside diameter of 1500 mm for
depth upto 4.99 m
(for 200 mm to 600 mm dia sewer)
(i) 242 1.50 m dia x 4.0 m depth 61,731.20 Rupees Sixty One Thousand Seven No
Hundred Thirty One and Paise Twenty
(ii) 112.90 1.50 m dia - Extra depth beyond 4.0 m but upto 4.99 m depth 9,876.79 Rupees Nine Thousand Eight Hundred Rmt
Seventy Six and Paise Seventy Nine
Item Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
7.4 Manhole Circular type having inside diameter of 1500 mm for
depth upto 5.99 m
(for 200 mm to 600 mm dia sewer)
(i) 64 1.50 m dia x 5.0 m depth 77,887.16 Rupees Seventy Seven Thousand Eight No
Hundred Eighty Seven and Paise
(ii) 21 1.50 m dia - Extra depth beyond 5.0 m but upto 5.99 m depth 11,454.41 Rupees Eleven Thousand Four R.Mt
Hundred Fifty Four and Paise Forty
7.5 Manhole Circular type having inside diameter of 1500 mm for
depth upto 6.99 m
(for 200 mm to 600 mm dia sewer)
(i) 3 1.50 m dia x 6.0 m depth 89,457.72 Rupees Eighty Nine Thousand Four No
Hundred Fifty Seven and Paise Seventy
(ii) 0.3 1.50 m dia - Extra depth beyond 6.0 m but upto 6.99 m depth 11,514.00 Rupees Eleven Thousand Five Rmt
Hundred Fourteen Only
8 49 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 5,100.50 Rupees Five Thousand One Hundred No.
0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10), and Paise Fifty Only
23 cms thick brick maso. wall in the prop. of CM (1:6) with
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 fixing jali etc. comp. as directed.
9 47481 Extra rate over item of excavation of earth for excavation of 202.00 Rupees Two Hundred Two Only Smt
asphalt pavement/RCC of thickness upto 0.30 meter including
demolishing the asphalt carpet, metal, soiling/cutting
Reinforcement etc. comp. with stacking the material as directed.
(i) up to 0.30 meter (By any type of Breaker Machine or R.C.C
Cutter machine including cost of operator, fuel & transportation
10 16651.08 Reinstainment of Bitumenous road by providing Construction 1,441.27 Rupees One Thousand Four Hundred Cmt
of 200mm Thick Grannular sub base(GSB-I) by providing Forty One and Paise Twenty Seven
coarse graded material using B.T Metal 26.5mm to 9.5 mm @ Only
30 %, 9.5mm to 4.75mm 25% & Coarse sand 45 % in uniform
layer on prepared surface mxing by mix in place method with
vibratory roller to achive the desired density complete as per
close 401. GSB-1 would be laying in narrow width so special
equipment for spreading, levelling and rolling should be
11 16564.08 Reinstainment of Bituminous road by providing, laying, 1,608.93 Rupees One Thousand Six Hundred Cmt
spreading and compacting graded stone aggregate to wet mix Eight and Paise Ninety Three Only
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 sub- base /
base course on well prepared surface and compacting with
vibratory roller to achieve the desired density. (Compacted
mm thick in Two layer of 125 mm each)
12 31854 Reinstatement of Bituminous road by Providing and laying 50 313.524 Rupees Three Hundred Thirteen and Smt
mm thick Graded Bituminous Macadam using BT stone chips Paise Fifty Two Only
as per MoRTH gradation and specification with Bitumen Grade
(VG 30) for mixing @ 34.00 Kg /MT of total Wt. of mix i.e
(3.40 % of total weight mix) including tack coat @ 2.5 kg/10
smt and mixing aggregate & asphalt by drum/batch mix plant
and spreading the same by paver finisher including rolling &
consolidation with 8-10 tonne vibratory roller & providing all
materials equipment's tools & plants, fire wood, oil , kerossene,
labour charges, using contractor's own machinery etc Complete
as directed by engineer in charge as per MoRTH Specification
and as directed by engineer in charge
Item Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
13 31854 Reinstatement of Bituminous road by 20 mm thick of 157.964 Rupees One Hundred Fifty Seven and Smt
compacted Mixed Seal Surfacing using BT aggregate as per Paise Ninety Six Only
MORTH gradation ,specification and asphalt Grade VG
mixing @50.09 Kg /MT of total Wt. of mix i.e. (5.09% of total
weight mix) and mixing aggregate & asphalt by drum/batch mix
plant and spreading the same by paver finisher including rolling
& consolidation with 8-10 tonne vibratory roller & providing
all materials equipment's tools & plants, fire wood, oil
kerossene, labour charges, using contractor's own machinery etc
Complete as directed by engineer in charge as per MoRTH
Specification and as directed by engineer in charge
14 9556.20 Reinstatement of Bituminous road by Providing and laying 50 392.335 Rupees Three Hundred Ninety Two Smt
mm thick Dense Graded Bituminous Macadam in single layer and Paise Thirty Three Only
using BT stone chips as per MoRTH gradation and specification
with Bitumen Grade (VG 30) for mixing @ 45.00 Kg /MT of
total Wt. of mix i.e (4.50 % of total weight mix) including tack
coat @ 2.5 kg/10 smt and mixing aggregate & asphalt by
drum/batch mix plant and spreading the same by paver finisher
including rolling & consolidation with 10-12 tonne vibratory
roller & providing all materials equipment's tools & plants, fire
wood, oil , kerossene, labour charges, using contractor's own
machinery etc Complete as directed by engineer in charge as per
MoRTH Specification
15 26 Providing and erecting CI and MS ventilating columns 15 cms 41,642.30 Rupees Forty One Thousand Six No
dia with CI ornamental cap and min. 6.00mts height ( height Hundred Forty Two and Paise Thirty
may be varying as per site ) base fixed with necessary Only
foundation with one coat of red lead oxide paint and one coat of
any approved colour with 15 cms dia 10 mt length with
0.35x0.35 mt- M100 casing stoneware of RCC pipe connection
with including excavation and jointing as required etc complete
as per drawing. for 12.0 mts height (2 mt CI and 10 mts MS )
16 5497 Providing and constructing rectangular brick masonary 8,001.22 Rupees Eight Thousand One and Paise Each
chamber for house connection as per type design in brick Twenty Two Only
masonary in C M 1:3 including M-100 in foundation , M-150 in
benching inside plastering in CM 1:3 and outside plastering in
CM 1:3 , coping in M200 and fixing RCC precast manhole
frame and cover, but excl. supply of manhole frame and cover
etc complete excluding excavation
600 mm x 450 mm rectangle
17 Providing ,and supplying in standard length ISI mark rigid
UPVC pipes including lowering, Laying , fixing and jointing of
UPVC and specials including ring fit joint including cost of
rings as per specificationno 4985/1988 including all local and
central taxes transportation, freight charges , octroi,inspection
charges , loading, unloading, conveyance to the departmental
store to siteof works cost of labour , material , cement solvent
giving satisfactory hydraulic testing as per is code. (Approved
make for drainage system pipeline for house connection etc.
Complete (In Trench)
82455 110 mm dia 294.92 Rupees Two Hundred Ninety Four and Rmt
Paise Ninety Two Only
18 416400 Refilling the pipeline trenches incl. ramming, watering, 22.22 Rupees Twenty Two and Paise Twenty Cmt
consolidating desposal of surplus stuff as directed within a Two Only
radius of 3 km.
(1) refilling as directed
19 69510 Conveyance of materials such as murum, earth, kapchi, gravel, 103.262 Rupees One Hundred Three and Paise Cmt
brick bats, kankar, sand, debris etc. from the site to approved Twenty Six Only
location, including loading, unloading, stacking and spreading
etc. complete. For 5 km lead.
20 161300 Shoring or timbering for trench with 50 mm thick planks and 71.71 Rupees Seventy One and Paise Smt
suitable size truts etc. complete. Seventy One Only
Item Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
21 Making connection to the ex. M.H. in running sewer incl.
Dewatering and other required machinery etc. of following dia
pipes at any convenient time. All damaged work shall be well
repaired as per instructions.etc. complete.
21.1 60 150mm dia to 300mm dia 1,515.00 Rupees One Thousand Five Hundred No
21.2 60 400 mm to 600 mm dia. 2,525.00 Rupees Two Thousand Five Hundred No
Twenty Five Only
21.3 55 700 mm to 900 mm dia. 3,535.00 Rupees Three Thousand Five Hundred No
Thirty Five Only
22 1975 Demolition including stacking of serviceable materilas and 1,057.85 Rupees One Thousand Fifty Seven and Cmt
disposal of unserviceable materials with all lead and lift. (i) Paise Eighty Five Only
23 2000 Demolition of brick work and stone masonry including 550.40 Rupees Five Hundred Fifty and Paise Cmt
stacking of serviceable material and disposal of unserviceable Forty Only
materials with all lead and lift of Cement Mortar
24 22000 Dewatering by pumping set of required capacity including 18.503 Rupees Eighteen and Paise Fifty Only Hp/Hr
temporary platform carting pumping at site and fixing the same
in position including all accessories, and fuel and labour etc.
complete. (Note :- This item shall only be executed when
bailing out of drainage/subsoil water is more than 5 H.P.hour).
25 6600 Barricading the entire break down or excavated area on rental 90.90 Rupees Ninety and Paise Ninety Only 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).
26 85 Supplying, labour for break down repairing work for activities 331.28 Rupees Three Hundred Thirty One and No
like excavation, disliting, removing debris from trench back Paise Twenty Eight Only
filling etc. comp. as directed by Eng.in charge.
27 45 Providing and operation dewatering Pump including fuel 606.00 Rupees Six Hundred Six Only Shift
charges & operator Charges etc. as directed etc. comp.
28 Temporary / Permanent plugging and blocking of sewer
line,branch connections and diversion Of flows and removal of
28.1 60 300 mm and below dia sewer line 1,222.10 Rupees One Thousand Two Hundred No
Twenty Two and Paise Ten Only
28.2 60 400 mm to 500 mm 1,466.52 Rupees One Thousand Four Hundred No
Sixty Six and Paise Fifty Two Only
28.3 45 600 to 700 mm 2,444.20 Rupees Two Thousand Four Hundred No
Forty Four and Paise Twenty Only
29 8 Supplying testing and commissioning hydraulic operated cum 871,222.97 Rupees Eight Lakh Seventy One No
winch desilting grab bucket system inclusive of four wheeler of Thousand Two Hundred Twenty Two
make TATA 275/TATA ACE or equivalent vehicle with system and Paise Ninety Seven Only
havingtravelling depth of at least 12 mts steel grab bucket of
mts litres capacity hydraulic system driven by vehicle engine
mm wire rope with appropriate size reel with hydraulic cylinder,
hydro motor /flexible hose ,oil tank, hopper, boom, hose of
appropriate size etc complete with valves instrument accessories
with cost of vehiclesetc. complete confirming with tender
Item Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
30 9 Supplying testing and commissioning jetting machinery 899,327.23 Rupees Eight Lakh Ninety Nine No
inclusive of four wheeler of make TATA 275/TATA ACE or Thousand Three Hundred Twenty
equivalent vehicle with suitable RPM triplex plunger pump Seven and Paise Twenty Three Only
having minimum capacity 13 LPM and minimum pressure
bar directly coupled with a separate 10 HP heavy duty 4 stroke
air cooled diesel engine , with water tank having capacity 500 lit
with jetting hose of 30 mts length with 1/4 " etc complete with
hose reel spraying hose and gun valves, instruments, accessories
with cost of vehicles etc complete conforming with tender
specifications.
31 RCC Precast MH Frame & Cover Manufacture, supply,
Delivery at store or at site of work Precast RCC n 200 Frame &
Cover suitable to drainage MH and as per type design &
Drawing including cost of reinforcement MS angles or flat
,curing mold including fixing, etc.
Heavy duty suitable for 50 cm opening
House connection Chamber light duty
31.1 5497 Frame 821.13 Rupees Eight Hundred Twenty One No
and Paise Thirteen Only
31.2 5497 Cover 929.20 Rupees Nine Hundred Twenty Nine No
and Paise Twenty Only
32 Providing and constructing vertical drop arrangement of 0.6 mts
and more height as required including providing and jointing
specials such as double T bend required stoneware pipe fixed in
m100 CC at required level as type design, cutting jointing and
fillating as per specification etc complete.
32.1 159 Vertical drop arrangement as above upto 0.6 mts height 2,175.54 Rupees Two Thousand One Hundred No
Seventy Five and Paise Fifty Four Only
32.2 199 Extra over additional drop beyond 0.6 mts 1,945.26 Rupees One Thousand Nine Hundred Rmt
Forty Five and Paise Twenty Six Only
33 124 Demarcation of Road alignment in consultation with AUDA as 2,020.00 Rupees Two Thousand Twenty Only Km
instructed by engineer-in-charge.
AUDA DRAINAGE PROJECT
Rising Main Pipeline
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
34 Providing and supplying D.I.K-9 grade pipes for
following nominal bore diameter with internal cement
mortar lining including all taxes, insurance,
transportation, freight charges, octroi, inspection charges,
loading, unloading, conveyance to departmental stores,
stacking etc. complete as per (IS - 8329 / 2000) Rate for
DI pipe based on wholesale price index of pig iron as
157.60 for the month of Dec-22 for sewerage project
cement mortar lining shall be with sulphate resistance
34.1 8750 500 mm dia DI - K9 7,988.09 Rupees Seven Thousand Nine Hundred Rmt
Eighty Eight and Paise Nine Only
34.2 100 450 mm dia DI - K9 6,739.73 Rupees Six Thousand Seven Hundred Rmt
Thirty Nine and Paise Seventy Three
34.3 6950 400 mm dia DI - K9 5,641.86 Rupees Five Thousand Six Hundred Rmt
Forty One and Paise Eighty Six Only
34.4 5000 350 mm dia DI - K9 4,736.90 Rupees Four Thousand Seven Hundred Rmt
Thirty Six and Paise Ninety Only
34.5 3000 300 mm dia DI - K9 3,825.88 Rupees Three Thousand Eight Hundred Rmt
Twenty Five and Paise Eighty Eight
34.6 4050 200 mm dia DI - K9 2,261.39 Rupees Two Thousand Two Hundred Rmt
Sixty One and Paise Thirty Nine Only
35 Manufacture, supply & Delivery of electric resistance
welded ( upto 400 mm )/submerged arc welded (above
400 mm) MS pipe having bevled ends plate or coil
confirming to IS- 3589-2001 or its latest revision
ammendment for following thickness outside diameter of
GWSSB store or site anywhere in gujarat state including
all taxes , insurance , transportation, freight charges
octroi, inspection charges .loading ,unloading conveyance
to departmental stores, stacking etc all complete( Rate for
MS pipe based on the ex. works proce of HR Coil as Rs
67500.00 per Mt- without GST ( above 3.15 mmto
mm) & Rs. 68000.00 per MT without GST ( Above
mm ) as on feb-22 ( wpi index of HR Coil is 155.8)- i/s
solvent free liquid epoxy lining ( 406 micron) + O/S
LPE coated MS pipe
35.1 95 603.6mm dia MS pipe-6.3 mm thick 8,861.74 Rupees Eight Thousand Eight Hundred Rmt
Sixty One and Paise Seventy Four Only
35.2 137 406.4mm dia MS pipe-6.3 mm thick 5,876.18 Rupees Five Thousand Eight Hundred Rmt
Seventy Six and Paise Eighteen Only
35.3 252 508.00mm dia MS pipe-6.3 mm thick 7,365.93 Rupees Seven Thousand Three Rmt
Hundred Sixty Five and Paise Ninety
35.4 126 323.9 mm dia MS pipe-5.6mm thick 4,281.39 Rupees Four Thousand Two Hundred Rmt
Eighty One and Paise Thirty Nine Only
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
36 Providing, supplying & Delivery of Ductile Iron Flange &
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 all taxes,
loading, unloading, carting, stacking, insurance,
inspection charges, octroi etc. complete. With external
bitumen & zinc coating & internal cement mortar lining
as per specifications. D.I. specials for fitting the sluice
valve or scour valves must be of flanged ended Socket
and Spigot type
36.1 2780 80 mm to 300 mm Dia (2.0% Amt. of Item No- 149.48 Rupees One Hundred Forty Nine and Kgs
2(Material) Paise Forty Eight Only
36.2 17502 300 mm Dia and above (2.0% Amt. of Item No- 152.51 Rupees One Hundred Fifty Two and Kgs
2(Material) Paise Fifty One Only
36.3 552 MS Specials- upto 300 mm dia 96.96 Rupees Ninety Six and Paise Ninety Kgs
36.4 116.2 above 300 mm dia 96.96 Rupees Ninety Six and Paise Ninety Kgs
37 Providing , Supplying and Delivery of ISI mark CI
Double flanged Sluice Valve as per IS:14846 of following
class and diameter including all taxes, insurance
transportation, freight charges, octroi, inspection charges
loading , unloading, conveyance to departmental stores,
stacking etc. complete.
(A&B) SLUICE VALVE AND SCOUR VALVE
(A) SLUICE VALVE PN 1.6 with Hand or wheel cap
operated as instructed by Engineer in Charge (PD type
37.1 7 500 mm dia 93,479.54 Rupees Ninety Three Thousand Four No.
Hundred Seventy Nine and Paise Fifty
37.2 1 450 mm dia 55,595.45 Rupees Fifty Five Thousand Five No.
Hundred Ninety Five and Paise Forty
37.3 9 400 mm dia 47,479.09 Rupees Forty Seven Thousand Four No.
Hundred Seventy Nine and Paise Nine
37.4 6 350 mm dia 31,598.86 Rupees Thirty One Thousand Five No.
Hundred Ninety Eight and Paise Eighty
37.5 6 300 mm dia 21,155.46 Rupees Twenty One Thousand One No.
Hundred Fifty Five and Paise Forty Six
37.6 9 200 mm dia 10,397.95 Rupees Ten Thousand Three Hundred No.
Ninety Seven and Paise Ninety Five
38 Excavation for pipe line trenches including all safety
provisions using site rails and stacking excavated stuff up
to a lead of 90 mtr. cleaning the sites etc.complete.for lifts
and strata as specified
(A) FROM DEPTH 0.00 TO 1.50 MTR.
38.1 36408 a) In all sorts of soil and soft murrum 89.89 Rupees Eighty Nine and Paise Eighty Cmt
38.2 22354.50 b) In hard murrum,boulders including macadam road 136.35 Rupees One Hundred Thirty Six and Cmt
Paise Thirty Five Only
39 3943 Providing bedding incl. ramming,watering, levelling, 332.29 Rupees Three Hundred Thirty Two and Cmt
consolidating etc. complete as per standard and Paise Twenty Nine Only
instruction of engineer incharge AS above withselected
excavated earth available near site
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
40 Lowering, laying and jointing D.I.Pipes suitable for Tyton
joints & Flange joints of various classes with DI specials
of following diameters in proper position, grade and
alignment as directed by Engineer-in-charge including
hydraulic testing etc. comp. All necessary specials like
Sluice valve, Scour valve, Air valve and all aligned
specials shall be laid along with pipeline alignment.
40.1 8750 500 mm dia DI - K9 315.12 Rupees Three Hundred Fifteen and Rmt.
Paise Twelve Only
40.2 100 450 mm dia DI - K9 267.65 Rupees Two Hundred Sixty Seven and Rmt.
Paise Sixty Five Only
40.3 6950 400 mm dia DI - K9 227.25 Rupees Two Hundred Twenty Seven Rmt.
and Paise Twenty Five Only
40.4 5000 350 mm dia DI - K9 189.88 Rupees One Hundred Eighty Nine and Rmt.
Paise Eighty Eight Only
40.5 3000 300 mm dia DI - K9 156.55 Rupees One Hundred Fifty Six and Rmt.
Paise Fifty Five Only
40.6 4050 200 mm dia DI - K9 99.99 Rupees Ninety Nine and Paise Ninety Rmt.
41 90 Lowering, laying, jointing & welding in position to 730.23 Rupees Seven Hundred Thirty and Rmt.
correct line & level MS pipe with outerside 3 LPE coating Paise Twenty Three Only
& Inside solvent free liquid epoxy lining on pedestal or
chairs upon prepared formation or prepared bedding
intrenches the rates include conveyance from store to site
of work loading, unloading heat shrink sleev jointing
hydrotesting etc cmplete.
41.1 130 406.4mm dia MS pipe-6.3 mm thick 499.95 Rupees Four Hundred Ninety Nine and Rmt.
Paise Ninety Five Only
41.2 120 323.9 mm dia MS pipe- 5.6 mm thick 415.11 Rupees Four Hundred Fifteen and Paise Rmt.
41.3 240 508.3mm dia MS pipe-6.3 mm thick 610.04 Rupees Six Hundred Ten and Paise Rmt.
42 Lowering, laying and jointing in position following C. I.
Double Flanged Reflux valves, Butterfly valves, Sluice
valves and Air valves including cost of all labour, jointing
material, icluding nut bolts and giving satisfactory
hydraulic testing, etc. complete. A) SCOUR VALVE/
42.1 7 500 mm dia 2,934.05 Rupees Two Thousand Nine Hundred No.
Thirty Four and Paise Five Only
42.2 1 450 mm dia 2,787.60 Rupees Two Thousand Seven Hundred No.
Eighty Seven and Paise Sixty Only
42.3 9 400 mm dia 1,990.71 Rupees One Thousand Nine Hundred No.
Ninety and Paise Seventy One Only
42.4 6 350 mm dia 1,759.42 Rupees One Thousand Seven Hundred No.
Fifty Nine and Paise Forty Two Only
42.5 6 300 mm dia 1,152.41 Rupees One Thousand One Hundred No.
Fifty Two and Paise Forty One Only
42.6 9 200 mm dia 749.42 Rupees Seven Hundred Forty Nine and No.
Paise Forty Two Only
43 1814 Providing C.C.M.:100 for encasing pipes using trap metal 4,154.94 Rupees Four Thousand One Hundred Cmt
size 12 mm to 50 mm incl. form work curing Fifty Four and Paise Ninety Four Only
consolidation etc. complete for various location on pipe
line as directed by EIC. Using trap metal 20 mm nominal
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
44 Construction of valves chambers in brick or bela stone -
masonry, locally available in C. M. 1:6. Foundation
concrete 150 mm thick in C. C. 1:4:8 of trap metal size
mm to 40 mm thick, inside cement plaster in C. M. 1:3
and cement pointing outside in C. M. 1:3 and top cover of
precast RCC slab 100 mm thick (with key hole in two
parts, each with handles or MS Bar etc. complete as given
size) Upto 1 Mt. depth from G. L. to pipe invert level incl.
complete civil works but excl. cost of excavation and
refilling, with cast in situ RCC slab in one single piece
with fixing of CI-MH Frame and cover (excl. cost of CI-
MH Frame and cover) with 23 mm thick brick masonry
wall in C.M.1:6. Chamber must be 1.0 Mt deep or atleast
30 cm below invert level of pipe. Note: No extra payment
shall be paid for extra excavation. With precast slab in
two parts 15 cm.
With precast slab in two parts 15 cm. -
44.1 38 (A)1.3X1.30X 1.00 MTR. 11,464.51 Rupees Eleven Thousand Four No.
Hundred Sixty Four and Paise Fifty
45 Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.
45.1 878 (A) Loose or soft soil 117.08 Rupees One Hundred Seventeen and Cmt
Paise Eight Only
45.2 587 B) Dense or Hard soil 149.67 Rupees One Hundred Forty Nine and Cmt
Paise Sixty Seven Only
46 129 Providing & casting in situ mass cement concrete in grade 3,698.62 Rupees Three Thousand Six Hundred Cmt
M-100 (approx.corresp.to prop.1:3:6) using granite Ninety Eight and Paise Sixty Two Only
quartizite trap metal of size 12 mm to 25mm including
consolidation curring etc.comp.
47 Providing and casting in situ C.C. in grade M-20
(Approx. corres. To Prp 1:1 1/2:3 ) 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 etc. complete for
structure other than water retaining laying reinforced
cement concrete in foundation with black trap kapachi as
coarse aggregate for raft, grillage footing with necessary
centering formwork consolidating as direct
(A) Footing for Column or Foundation
47.1 386 In R.C.C-.1:1 1/2:3 5,575.20 Rupees Five Thousand Five Hundred Cmt
Seventy Five and Paise Twenty Only
47.2 529 (II) For Column ABOVE 2.5 MT Avg.HT. 7,436.63 Rupees Seven Thousand Four Hundred Cmt
Thirty Six and Paise Sixty Three Only
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
48 134550 Supplying cutting, bending , binding and placing in 73.94 Rupees Seventy Three and Paise kg
position steel as per plan and design and as per ISS 2502 Ninety Four Only
including cost of steel and binding wire for reservoirs /
structures only including lift up to 6.0 meter height or
depth below GL for all diameter. -TMT Bars Fe-500 grade
for all diameters.
49 52779 Refilling the pipeline trenches incl. ramming, watering, 22.22 Rupees Twenty Two and Paise Twenty Cmt
consolidating desposal of surplus stuff as directed within a Two Only
radius of 3 km.
50 90 Drilling of 1300 mm dia Horizontal borehole for 34,720.30 Rupees Thirty Four Thousand Seven Rmt
watermain pipe line crossing under the road incl. in all Hundred Twenty and Paise Thirty Only
strata with required length incl. fixing of 1200 mm dia
MS/RCC casing pipe with pushing etc complete various
size of pipe for 559/610/660/711 mm dia watermain ( for
45 mm length) without Watermain & with RCC casing
51 120 Drilling of 900 mm dia horizontal bore hole for water 20,146.60 Rupees Twenty Thousand One Rmt
main pipe line under the railway track incl. all strata with Hundred Forty Six and Paise Sixty
required length including fixing of 800 mm dia casing Only
pipe of minimum 8.00 mm thick or IRS casing pipe
with welding pushing etc complete , providing & fixing
various size of pipe for 408.4 mm /457 mm/ 508 mm dia
watermain of GI/MS pipe of minimum 6.3 mm thick for
railway premises as per intruction & regulation of railway
authority & under supervision of railway authority incl.
providing supplying& fixing of spacer at specified
interval if reqyuired between casing pipe and water main
isi make sluice valves of required size at both side of
railway boundary with construction of brickedge
pavement incl. CC encasing 1:3:6in 10mtr length of pipe
at both side incl.providing& fixing of MS/Iron Manhole
Frame with cover for valve chamber with backing
arrangement etc complete with all materials labour
fabrication hydraulic testing of pipe & valve etc complete
for 45 mts length which includes horizontal pushing and
with open excavation. Without water main & with MS
52 210 Drilling of 900 mm dia Horizontal borehole for 17,558.48 Rupees Seventeen Thousand Five Rmt
watermain pipe line crossing under the road incl. in all Hundred Fifty Eight and Paise Forty
strata with required length incl. fixing of 800 mm dia Eight Only
MS/RCC casing pipe with pushing etc complete various
size of pipe for406.4 to 508 mm dia watermain ( for
mts length)without Watermain & with RCC casing pipe
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
53 130 Drilling of 600 mm dia horizontal bore hole for water 11,796.60 Rupees Eleven Thousand Seven Rmt
main pipe line under the railway track incl. all strata with Hundred Ninety Six and Paise Sixty
required length including fixing of 500 mm dia casing Only
pipe of minimum 8.00 mm thick or IRS casing pipe
with welding pushing etc complete , providing & fixing
various size of pipe for 273.1 mm /323.9 mm/ 355 dia
watermain of GI/MS pipe of minimum 6.3 mm thick for
railway premises as per intruction & regulation of railway
authority & under supervision of railway authority incl.
providing supplying& fixing of spacer at specified
interval if reqyuired between casing pipe and water main
isi make sluice valves of required size at both side of
railway boundary with construction of brickedge
pavement incl. CC encasing 1:3:6in 10mtr length of pipe
at both side incl.providing& fixing of MS/Iron Manhole
Frame with cover for valve chamber with backing
arrangement etc complete with all materials labour
fabrication hydraulic testing of pipe & valve etc complete
for 45 mts length which includes horizontal pushing and
with open excavation.Without water main & with MS
54 210 Drilling of 600 mm dia Horizontal borehole for 8,212.90 Rupees Eight Thousand Two Hundred Rmt
watermain pipe line crossing under the road incl. in all Twelve and Paise Ninety Only
strata with required length incl. fixing of 500 mm dia
MS/RCC casing pipe with pushing etc complete various
size of pipe for 273.1 to 355.6 mm dia watermain (for
mm length)without Watermain & with RCC casing pipe
AUDA Drainage Project
Pumping Stations (SPS and APS)
Sr. Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures In words
55 Excavation for foundation for loose and soft soil
including sorting out and stacking of useful materials
and disposing of the excavated stuff up to 50 meter
lead.(A) Loose or soft soil
(i) 2649.84 0.0 to 1.5 117.08 Rupees One Hundred Seventeen Cmt
and Paise Eight Only
(ii) 2194.34 1.5 to 3.0 129.81 Rupees One Hundred Twenty Cmt
Nine and Paise Eighty One Only
(iii) 2268.35 3.0 to 5.0 142.52 Rupees One Hundred Forty Two Cmt
and Paise Fifty Two Only
55.2 Hard Murrum
(i) 943.78 5.0 to 6.0 314.77 Rupees Three Hundred Fourteen Cmt
and Paise Seventy Seven Only
(ii) 830.30 6.0 to 7.5 343.80 Rupees Three Hundred Forty Cmt
Three and Paise Eighty Only
(iii) 259.41 7.5 to 8.0 372.84 Rupees Three Hundred Seventy Cmt
Two and Paise Eighty Four Only
(iv) 32.37 8.0 to 8.26 401.88 Rupees Four Hundred One and Cmt
Paise Eighty Eight Only
56 5743.84 Filling with available excavated earth (excluding rock) 130.39 Rupees One Hundred Thirty and Cmt
in trenches, plinth, sides of foundation in layers not Paise Thirty Nine Only
exceeding 20 cm in depth consolidating each deposited
layer by ramming and watering.
57 3694.26 Conveyance charge of earth, lime, murrum, building 103.26 Rupees One Hundred Three and Cmt
rubbish, manual garbage, sludge, excavated rock, fly Paise Twenty Six Only
ash, aggregate of any kind etc. complete.
58 244.73 Providing and laying cement concrete 1:2:4 (1- Cement 3,697.91 Rupees Three Thousand Six Cmt
: 2- Coarse sand : 4- graded stone aggregates 20 mm Hundred Ninety Seven and Paise
nominal size) and curing complete excluding cost of Ninety One Only
formwork in (A)
Foundation and Plinth. With formwork
59 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
mm to 20 mm and or 6 mm to 12 mm including
scaffolding centering formwork, needle vibrated
consolidation, curing and hydraulic testing etc.
complete (excluding cost of reinforcement) with
centering and shuttering/deshuttering etc. camp. up to
meter height /depth Av. G.L.for all water retaining
structures sulphate resistant cement
59.1 97.23 a)R.C.C. slab and footings 8,295.13 Rupees Eight Thousand Two Cmt
Hundred Ninety Five and Paise
GL to 6.0mt height
59.2 614.41 b) Vertical wall 8,245.64 Rupees Eight Thousand Two Cmt
Hundred Forty Five and Paise
Sixty Four Only
59.3 101.91 c) Screen Chamber long wall 8,496.12 Rupees Eight Thousand Four Cmt
Hundred Ninety Six and Paise
Sr. Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures In words
59.4 58.30 (i) Long wall 8,496.12 Rupees Eight Thousand Four Cmt
Hundred Ninety Six and Paise
59.5 28.84 (ii) Short wall 8,496.12 Rupees Eight Thousand Four Cmt
Hundred Ninety Six and Paise
59.6 31.46 d) Raft Foundation valve chamber 8,295.13 Rupees Eight Thousand Two Cmt
Hundred Ninety Five and Paise
59.7 118.05 e) Bottom slab 8,295.13 Rupees Eight Thousand Two Cmt
Hundred Ninety Five and Paise
59.8 2.60 f) Thrust Block 8,295.13 Rupees Eight Thousand Two Cmt
Hundred Ninety Five and Paise
59.9 89.92 g) Fillet 8,295.13 Rupees Eight Thousand Two Cmt
Hundred Ninety Five and Paise
60 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
mm to 20 mm and or 6 mm to 12 mm including
scaffolding centering formwork, needle vibrated
consolidation, curing and hydraulic testing etc.
complete (excluding cost of reinforcement) with
centering and shuttering/deshuttering etc. comp. up to
meter height /depth Av. G.L-for all water retaining
60.1 93.02 a) R.C.C. beams, lintels and bracket for gantry or chain 8,430.47 Rupees Eight Thousand Four Cmt
pully blocks, plinth beams, tie beams. Hundred Thirty and Paise Forty
60.2 72.22 b) R.C.C. columns 9,286.95 Rupees Nine Thousand Two Cmt
Hundred Eighty Six and Paise
Ninety Five Only
60.3 120.94 c) R.C.C. slab 8,157.77 Rupees Eight Thousand One Cmt
Hundred Fifty Seven and Paise
Seventy Seven Only
61 221871 Supplying cutting, bending, binding and placing in 73.94 Rupees Seventy Three and Paise Kg
position steel as per plan and design and as per ISS Ninety Four Only
2502 including cost of steel and binding wire for
reservoirs/structures only including lift up to 6.0 meter
height or depth below GL for all diameter. -TMT Bars
Fe-500 grade for all diameters.
62 2300.00 Providing and fixing water tight construction or 333.30 Rupees Three Hundred Thirty Rmt
expansion joints Three and Paise Thirty Only
150 mm. dia. Wide thin ribbed PVC.
63 171.91 Half brick masonry in common brunt clay building 653.17 Rupees Six Hundred Fifty Three Smt
bricks having crushing strength not less than 35 and Paise Seventeen Only
Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse
sand ) in foundation and plinth (B) Conventional &
Extra for half brick masonry in superstructure above
plinth level upto floor two level. (B) Conventional
64 156.77 Brick work using common burnt clay building bricks 4,295.99 Rupees Four Thousand Two Cmt
having crushing strength not less than 35 kg./Sq.Cm. in Hundred Ninety Five and Paise
foundation and plinth in Cement Mortar 1:6 (1- Cement Ninety Nine Only
: 6 -fine sand) (B) Conventional & Extra for brick work
in superstructure above plinth level upto floor two level
(B) Conventional
Sr. Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures In words
65 3222.19 Providing and applying with two coats 20 mm thick 272.48 Rupees Two Hundred Seventy Smt
mala inside cement plaster with sulphate resistant Two and Paise Forty Eight Only
cement and water proofing agent on inside of inlet
chamber, screen chamber, wet well, consisting of
mm thick backing coat of C. M. 1:4 (1 cement :
Coarse sand) and 8 mm thick top coat of C. M. 1:2 (1
cement: 2 coarse sand) etc. complete including
necessary curing, scaffolding required if any etc.
66 1836.32 Providing and applying 20 mm thick sand faced cement 300.66 Rupees Three Hundred and Paise Smt
plaster at outside RCC / brick on work upto height 10 Sixty Six Only
mtr. above ground level consisting of 12 mm 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.
67 1314.03 Providing 15mm thick cement plaster in single coat on 224.79 Rupees Two Hundred Twenty Smt
Rough (Similar)side of single or half brick walls for Four and Paise Seventy Nine Only
interior plastering upto floor two level and finished even
and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)
& Extra over items for finishing with a floating coat of
neat cement slurry.
68 1116.43 Providing and laying cement concrete flooring 1:2:4 349.81 Rupees Three Hundred Forty Nine Smt
(1-cement : 2-coarse sand : 4-graded stone aggregate and Paise Eighty One Only
20mm nominal size) laid in one layer and finished with
a floating coat of neat cement.
(A) 40mm thick. & Extra for providing and mixing
water proofing material in Cement concrete in mix
proportion recommended by the manufacturers
69 1116.43 Providing and laying chequered precast cement concrete 528.01 Rupees Five Hundred Twenty Smt
tiles 22mm thick with aggegate of sizes upto 6mm in Eight and Paise One Only
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.
70 1145.95 Distempeing (Two coats) with oil bound distemper of 107.23 Rupees One Hundred Seven and Smt
approved brand and manufacture and of required shade Paise Twenty Three Only
on wall surfaces to give an even shade, over and
including a priming coat with distemper primer of
approved brand and manufacture after thoroughly
brushing the surface free from mortar dropping and
other foreign matter and also including preparing the
surface even and sand papered smooth.
71 3143.95 Providing and applying Epoxy paint of approved make 90.90 Rupees Ninety and Paise Ninety Smt
to concrete surface for RCC structure including Only
cleaning the surface by scrapping and air blowers to the
satisfaction of Engineer-in-charge necessary scaffolding
etc. complete with all leads and lifts and giving
satisfactory hydraulic test for water tightness as per IS
Sr. Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures In words
72 243.00 Providing and fixing window having extruded 1,583.95 Rupees One Thousand Five Smt
aluminum Colour anodized section frame main outer Hundred Eighty Three and Paise
size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt , Ninety Five Only
horizontal Three track member size 92mm x 31.75mm x
1.30mm,@ Wt.1.07 Kg/mt , vertical member of size
92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with
sliding shutters of horizontal member size
mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical
member of size 40mm x 18mm x 1.29 mm @ wt.of
0.456Kg/mt/ with 5 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 details etc.
73 117.00 Providing and fixing standard extruded of alluminimum 1,175.56 Rupees One Thousand One Smt
section of size 63mm x 38.10mm x 1.2mm (Jindal Hundred Seventy Five and Paise
Section : 2434, @ Wt. 0.643 Kg/mt.) with colour Fifty Six Only
powder coated alluminium frame for ventilation with
mm thick frosted glass as details etc complete for
74 122.98 Providing and fixing rolling shutter of approved make 3,503.41 Rupees Three Thousand Five Smt
made of 80 mm. wide M.S. laths inter lock together Hundred Three and Paise Forty
their entire length and jointed together at the end locks One Only
mounted on specially designed pipe shaft with bracket
plates, guide channels and outside locking with push-
pull operation including the cost of hood cover and
spring etc. complete
a) Shutters having width below 3.5 m.
75 323.52 Providing and laying polished Kota stone slab flooring 992.66 Rupees Nine Hundred Ninety Two Smt
over20mm (Average) thick base of cement mortar 1:6(1- and Paise Sixty Six Only
cement: 6-coarse sand) or L.M. 1.1.5 (1-Limeputty :1.5 -
coarsesand) laid over and jointed with grey cement
slurry mixedwith pigment to match the shade of
slabincluding rubbingand polishing etc. complete. (A)
76 216.95 Providing and fixing 50 cm wide M.S. Ladder 2,979.50 Rupees Two Thousand Nine Rmt
fabricated from M.S. Flats 10 mm x 75 mm with 20 mm Hundred Seventy Nine and Paise
dia steel bar steps in double rows, @ 30 em C/C. The Fifty Only
include stays of 10 mm x 50 mm flats fixed at 3 meter
C/C wtih welding anchoring and 3 coats anticorrosive
M.S. ladder (without safety cage)
77 4250.00 Providing and fixing 25 mm x 5.2 mm MS railing with 77.77 Rupees Seventy Seven and Paise Kg
three horizontal rows and posts of angle iron of size 65 Seventy Seven Only
mm x 65 mm x 8 mm RCC 150 mm and 1.50 mts height
and placed at 1.85 mt c/c including painting two coats
and anchorage in cc etc cpmplete.
78 105.00 Steel work, welded in built up sections framed work 8,413.48 Rupees Eight Thousand Four Quintal
including cutting, hoisting, fixing in position and Hundred Thirteen and Paise Forty
applying a priming coat of red lead paint. (A) In beams Eight Only
and joists, channels angles Tees, flats, with connecting
plates or angle cleats as in main and cross beams. Hip
and jack rafters, purlins conneted to common rafters and
Sr. Quantity Description Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures In words
79 27.00 Providing F.R.C. MH seat cover incl. carting to the 1,555.40 Rupees One Thousand Five No
work site etc. comp. Directed. F.R.C. Extra Heavy Duty Hundred Fifty Five and Paise
(EHD-35) machinehole Covers & Frames Cover: Forty Only
728mmø & 100 mm thick circular cover, 35.00MT load
design,100 x 2mm MS flat all round,16mm øplain
round bar for lifting the cover & should be fitted with
plastic cups. Frame:560mm ø clear opening, -888 x
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. FRCE.H.D.-35 machinehole
cover & frame described as above.
80 180.00 Providing and fixing PVC pipe of 6 Kg./cm2 of 160 mm 452.48 Rupees Four Hundred Fifty Two Rmt
dia for rain water pipe with shoe. and Paise Forty Eight Only
81 30.00 Providing corrugated G.I. sheet of class-3 roofing fixed 727.13 Rupees Seven Hundred Twenty Smt
with glavanished iron J or L Hooks, Bolts and nuts 8mm Seven and Paise Thirteen Only
diameter with bitumen and G.I. limpet washer or G.I.
limpet washer. filled with white lead complete
excluding the cost of purlins, Rafters and Trusses.(1)
0.80 mm thick sheet.
82 13.00 Providing and fixing water level Indicator or depth 5,575.20 Rupees Five Thousand Five No
gauge painted on TW plank 25 mm/MS plate 4 mm Hundred Seventy Five and Paise
thick float, level indicator sliding wire on standarad Twenty Only
pulleys inclusive necessary arrangement to prevent the
swinging etc complete with calibration up to 5 mts
height.- Sewage level indicator.
83 520.00 Providing and fixing copper lightning arrestor incl. 886.78 Rupees Eight Hundred Eighty Six Kgs
copper strip and earthing plate etc complete ( incl cost and Paise Seventy Eight Only
of excavation for earthing plate etc rate per kgs of
84 13.00 Providing, supplying, Lowering, Laying, jointing & 264,418.00 Rupees Two Lakh Sixty Four No
Fixing Manual screen and assembly FG- MS " fixed Thousand Four Hundred Eighteen
type manual coarse bar screen suitable for channel and Only
as per drawing channel dimension - 1.00 x 1.2 mts
85 Providing, supplying, lowering, Laying, jointing &
Fixing cast iron wall sluice Gate as per IS 13349 std size
, Manual ungear headstock operated with indicating
arrangement, sutable type operating water head ,
mts CL-PL distance , upward opening, rising spindle
flush closure non- self contained type open top frame
gate design head : class I Type
85.1 2.00 800 MM X 800 MM 87,769.00 Rupees Eighty Seven Thousand No
Seven Hundred Sixty Nine Only
85.2 4.00 700 mm x 700 mm 87,769.00 Rupees Eighty Seven Thousand No
Seven Hundred Sixty Nine Only
85.3 2.00 600 MM X 600 MM 77,992.20 Rupees Seventy Seven Thousand No
Nine Hundred Ninety Two and
Paise Twenty Only
85.4 18.00 500 mm x 500 mm 77,992.20 Rupees Seventy Seven Thousand No
Nine Hundred Ninety Two and
Paise Twenty Only
AUDA Drainage Project
Mechanical Works
Sr. No. Qty. Item Rate Unit Amount in Rs.
(including 1% Labour Cess)
In Figures In words
86 NON-CLOG SEWAGE SUBMERSIBLE PUMP MOTOR
Supply, Installation, Testing and Commissioning (SITC)
of Non-clog submersible pumpmotor set of following
duty parameters along with LV AC submersible induction
motor air filled dry type pump-motor set shall be of
materials of construction and must have all required
accessories viz. automatic coupling device, double guide
pipes, chain with shackles, Submersible Power & control
cable (copper flexible & stranded type conductor of reqd.
cores & size for each pump motor set) & length of 20 m
long each run with necessary electrical termination
connection at junction box / starter panels, RCC
foundation with duck foot bend for auto coupling &
delivery bend and PMU etc. as per equipment data sheet
and detailed technical specifications and also including in
scope any other parts / accessories / fittings required to
complete the work in all respects & satisfactory operation
86.1 2 Geratnagar - BibiPur - TP-417-A - SPS 399,844.86 Rupees Three Lakh Ninety Nine Set
Pump Capacity: 148 m3/hr (1W + 1S), Thousand Eight Hundred Forty Four and
Head: 20 m, Paise Eighty Six Only
Motor Rating: 18.5 kW
86.2 2 Geratnagar - BibiPur - TP-417-A - SPS 708,778.61 Rupees Seven Lakh Eight Thousand Set
Pump Capacity : 295 m3/hr (1W + 1S) Seven Hundred Seventy Eight and Paise
Head: 20 m, Sixty One Only
Motor Rating: 37 kW
86.3 1 Geratnagar - BibiPur - TP-417-A - SPS 1,160,012.27 Rupees Eleven Lakh Sixty Thousand Set
Pump Capacity : 443 m3/hr (1S) Twelve and Paise Twenty Seven Only
Motor Rating: 55 kW
86.4 2 Geratnagar -SPS - TP 417-B 799,518.02 Rupees Seven Lakh Ninety Nine Set
Pump Capacity: 250 m3/hr (1W + 1S), Thousand Five Hundred Eighteen and
Head: 32 m, Paise Two Only
Motor Rating: 45 kW
86.5 2 Geratnagar -SPS - TP 417-B 1,440,168.09 Rupees Fourteen Lakh Forty Thousand Set
Pump Capacity : 500 m3/hr (1W + 1S) One Hundred Sixty Eight and Paise Nine
Head: 32 m, Only
Motor Rating: 90 kW
86.6 1 Geratnagar -SPS - TP 417-B 2,040,237.37 Rupees Twenty Lakh Forty Thousand Set
Pump Capacity : 750 m3/hr (1S) Two Hundred Thirty Seven and Paise
Head: 32 m, Thirty Seven Only
Motor Rating: 125 kW
86.7 2 Geratnagar - APS - TP - 417-B 399,844.86 Rupees Three Lakh Ninety Nine Set
Pump Capacity: 168 m3/hr (1W + 1S), Thousand Eight Hundred Forty Four and
Head: 17 m, Paise Eighty Six Only
Motor Rating: 18.5 kW
86.8 2 Gamdi - Ropada - TPS-418 SPS 399,844.86 Rupees Three Lakh Ninety Nine Set
Pump Capacity: 126 m3/hr (1W + 1S), Thousand Eight Hundred Forty Four and
Head: 25 m, Paise Eighty Six Only
Motor Rating: 18.5 kW
86.9 2 Gamdi - Ropada - TPS-418 SPS 708,778.61 Rupees Seven Lakh Eight Thousand Set
Pump Capacity : 252 m3/hr (1W + 1S) Seven Hundred Seventy Eight and Paise
Head: 25 m, Sixty One Only
Motor Rating: 37 kW
86.10 1 Gamdi - Ropada - TPS-418 SPS 1,160,012.27 Rupees Eleven Lakh Sixty Thousand Set
Pump Capacity : 378 m3/hr (1S) Twelve and Paise Twenty Seven Only
Motor Rating: 55 kW
86.11 2 Badodara-Vanch-Devadi - SPS - TP-424 799,518.02 Rupees Seven Lakh Ninety Nine Set
Pump Capacity: 324 m3/hr (1W + 1S), Thousand Five Hundred Eighteen and
Head: 25 m, Paise Two Only
Motor Rating: 45 kW
Sr. No. Qty. Item Rate Unit Amount in Rs.
(including 1% Labour Cess)
86.12 2 Badodara-Vanch-Devadi - SPS - TP-424. 1,440,168.09 Rupees Fourteen Lakh Forty Thousand Set
Pump Capacity : 647 m3/hr (1W + 1S) One Hundred Sixty Eight and Paise Nine
Head: 25 m, Only
Motor Rating: 90 kW
86.13 1 Badodara-Vanch-Devadi - SPS - TP-424 2,040,237.37 Rupees Twenty Lakh Forty Thousand Set
Pump Capacity : 970 m3/hr (1S) Two Hundred Thirty Seven and Paise
Head: 25 m, Thirty Seven Only
Motor Rating: 125 kW
86.14 2 Badodara-Vanch-devadi APS - TP-424 191,357.63 Rupees One Lakh Ninety One Thousand Set
Pump Capacity: 65 m3/hr (1W + 1S), Three Hundred Fifty Seven and Paise
Head: 17 m, Sixty Three Only
Motor Rating: 7.5 kW
86.15 2 Nandej-Devdi-Barejadi TPS-1 - SPS 399,844.86 Rupees Three Lakh Ninety Nine Set
Pump Capacity: 142 m3/hr (1W + 1S), Thousand Eight Hundred Forty Four and
Head: 20 m, Paise Eighty Six Only
Motor Rating: 18.5 kW
86.16 2 Nandej-Devdi-Barejadi TPS-1 - SPS 674,606.27 Rupees Six Lakh Seventy Four Thousand Set
Pump Capacity : 283 m3/hr (1W + 1S) Six Hundred Six and Paise Twenty Seven
Head: 20 m, Only
Motor Rating: 30 kW
86.17 1 Nandej-Devdi-Barejadi TPS-1 - SPS 799,518.02 Rupees Seven Lakh Ninety Nine Set
Pump Capacity : 424 m3/hr (1S) Thousand Five Hundred Eighteen and
Head: 20 m, Paise Two Only
Motor Rating: 45 kW
86.18 2 Nandej-Devdi-Barejadi TPS-1 - APS 307,165.24 Rupees Three Lakh Seven Thousand One Set
Pump Capacity: 101 m3/hr (1W + 1S), Hundred Sixty Five and Paise Twenty
Head: 25 m, Four Only
Motor Rating: 15 kW
86.19 2 Nandej Devdi TPS-2 -SPS 1,160,012.27 Rupees Eleven Lakh Sixty Thousand Set
Pump Capacity: 290 m3/hr (1W + 1S), Twelve and Paise Twenty Seven Only
Motor Rating: 55 kW
86.20 2 Nandej Devdi TPS-2 -SPS 1,800,209.86 Rupees Eighteen Lakh Two Hundred Set
Pump Capacity : 579 m3/hr (1W + 1S) Nine and Paise Eighty Six Only
Motor Rating: 110 kW
86.21 1 Nandej Devdi TPS-2 -SPS 2,580,300.53 Rupees Twenty Five Lakh Eighty Set
Pump Capacity : 868 m3/hr (1S) Thousand Three Hundred and Paise Fifty
Head: 35 m, Three Only
Motor Rating: 160 kW
86.22 2 Nandej devdi TPS-2 - APS 307,165.24 Rupees Three Lakh Seven Thousand One Set
Pump Capacity: 99 m3/hr (1W + 1S), Hundred Sixty Five and Paise Twenty
Head: 26 m, Four Only
Motor Rating: 15 kW
86.23 2 PS - Geratpur - TP -128 708,778.61 Rupees Seven Lakh Eight Thousand Set
Pump Capacity: 160 m3/hr (1W + 1S), Seven Hundred Seventy Eight and Paise
Head: 40 m, Sixty One Only
Motor Rating: 37 kW
86.24 2 PS - Geratpur - TP -128 1,200,139.57 Rupees Twelve Lakh One Hundred Set
Pump Capacity : 319 m3/hr (1W + 1S) Thirty Nine and Paise Fifty Seven Only
Motor Rating: 67 kW
86.25 1 PS - Geratpur - TP -128 1,800,209.86 Rupees Eighteen Lakh Two Hundred Set
Pump Capacity : 478 m3/hr (1S) Nine and Paise Eighty Six Only
Motor Rating: 110 kW
86.26 2 Jetalpur - TP 130 - SPS 674,606.27 Rupees Six Lakh Seventy Four Thousand Set
Pump Capacity: 201 m3/hr (1W + 1S), Six Hundred Six and Paise Twenty Seven
Head: 25 m, Only
Motor Rating: 30 kW
86.27 2 Jetalpur - TP 130 - SPS 1,160,012.27 Rupees Eleven Lakh Sixty Thousand Set
Pump Capacity : 401 m3/hr (1W + 1S) Twelve and Paise Twenty Seven Only
Motor Rating: 55 kW
86.28 1 Jetalpur - TP 130 - SPS 1,440,168.09 Rupees Fourteen Lakh Forty Thousand Set
Pump Capacity : 602 m3/hr ( 1S) One Hundred Sixty Eight and Paise Nine
Head: 25 m, Only
Motor Rating: 90 kW
Sr. No. Qty. Item Rate Unit Amount in Rs.
(including 1% Labour Cess)
86.29 2 Jetalpur - TP -130 - APS 399,844.86 Rupees Three Lakh Ninety Nine Set
Pump Capacity: 195 m3/hr (1W + 1S), Thousand Eight Hundred Forty Four and
Head: 20 m, Paise Eighty Six Only
Motor Rating: 22 kW
87 Sluice Valve :- All SPS and APS
SITC of CI/ DI Electric Actuator operated Double
Flanged, Sluice Valve confirming to IS 14846, PN 1.0 of
following sizes with SS 304 seat rings and SS spindle
with hot dipped galvanised hardwares, bolts, nuts &
washers etc. as per IS and Specification & complete the
work in all respects.
87.1 9 Size: 150 mm NB 226,321.81 Rupees Two Lakh Twenty Six Thousand No
Three Hundred Twenty One and Paise
Eighty One Only
87.2 16 Size: 200 mm NB 241,035.49 Rupees Two Lakh Forty One Thousand No
Thirty Five and Paise Forty Nine Only
87.3 16 Size: 250 mm NB 256,394.56 Rupees Two Lakh Fifty Six Thousand No
Three Hundred Ninety Four and Paise
87.4 8 Size: 300 mm NB 272,704.04 Rupees Two Lakh Seventy Two No
Thousand Seven Hundred Four and Paise
87.5 8 Size: 350 mm NB 306,177.46 Rupees Three Lakh Six Thousand One No
Hundred Seventy Seven and Paise Forty
87.6 3 Size: 400 mm NB 330,458.87 Rupees Three Lakh Thirty Thousand No
Four Hundred Fifty Eight and Paise
Eighty Seven Only
87.7 3 Size: 450 mm NB 368,131.87 Rupees Three Lakh Sixty Eight No
Thousand One Hundred Thirty One and
Paise Eighty Seven Only
88 NRV Valve: All SPS and APS
SITC of Non slam, flanged, single door, swing type Non
Return Valve conforming to IS 5312, Part 1 having
pressure rating PN 1.0, having CI/DI body and door,
CF8M seat rings alongwith all necessary hardwares and
complete as per IS and Specification.
88.1 6 Size: 150 mm NB 10,862.55 Rupees Ten Thousand Eight Hundred No
Sixty Two and Paise Fifty Five Only
88.2 14 Size: 200 mm NB 17,337.66 Rupees Seventeen Thousand Three No
Hundred Thirty Seven and Paise Sixty Six
88.3 16 Size: 250 mm NB 23,069.41 Rupees Twenty Three Thousand Sixty No
Nine and Paise Forty One Only
88.4 5 Size: 300 mm NB 32,486.65 Rupees Thirty Two Thousand Four No
Hundred Eighty Six and Paise Sixty Five
88.5 6 Size: 350 mm NB 40,778.75 Rupees Forty Thousand Seven Hundred No
Seventy Eight and Paise Seventy Five
88.6 3 Size: 400 mm NB 54,834.92 Rupees Fifty Four Thousand Eight No
Hundred Thirty Four and Paise Ninety
89 Air Valve : All SPS and APS
SITC of approved make CI/DI Flanged Air Valve with
Isolation Sluice Valve as per AWWA / IS 14845 PN-1.0
& IS-14846 PN-1.0 respectively with SS304 float, gun
metal nozzle, complete hardware's, bolts, nuts & washers,
gaskets etc. complete as per IS and Specification.
89.1 5 Size: 50 mm NB 8,696.10 Rupees Eight Thousand Six Hundred No
Ninety Six and Paise Ten Only
89.2 8 Size: 100 mm NB 15,637.83 Rupees Fifteen Thousand Six Hundred No
Thirty Seven and Paise Eighty Three Only
Sr. No. Qty. Item Rate Unit Amount in Rs.
(including 1% Labour Cess)
90 Expansion Bellow: All SPS and APS
SITC of Flange ends Expansion Bellow (PN 1.0) as per
EJMA standards and as per specs. and complete in all
90.1 9 Size : 150 mm 4,702.56 Rupees Four Thousand Seven Hundred No
Two and Paise Fifty Six Only
90.2 16 Size : 200 mm 6,278.16 Rupees Six Thousand Two Hundred No
Seventy Eight and Paise Sixteen Only
90.3 16 Size : 250 mm 7,822.45 Rupees Seven Thousand Eight Hundred No
Twenty Two and Paise Forty Five Only
90.4 8 Size : 300 mm 10,302.00 Rupees Ten Thousand Three Hundred No
90.5 8 Size : 350 mm 12,968.40 Rupees Twelve Thousand Nine Hundred No
Sixty Eight and Paise Forty Only
90.6 3 Size : 400 mm 16,665.00 Rupees Sixteen Thousand Six Hundred No
Sixty Five Only
90.7 2 Size : 450 mm 18,967.80 Rupees Eighteen Thousand Nine No
Hundred Sixty Seven and Paise Eighty
91 DI S/S PIPES: All SPS and APS
SITC of Socket & Spigot DI pipes complete as per to IS
8329-2000, class K9 with connections complete for
Piping as per specifications, site req. & complete in all
91.1 57 Size: 150mm dia. 1,681.65 Rupees One Thousand Six Hundred Rmt
Eighty One and Paise Sixty Five Only
91.2 133 Size: 200mm dia. 2,261.39 Rupees Two Thousand Two Hundred Rmt
Sixty One and Paise Thirty Nine Only
91.3 146 Size: 250mm dia. 3,027.98 Rupees Three Thousand Twenty Seven Rmt
and Paise Ninety Eight Only
91.4 59 Size: 300mm dia. 3,825.88 Rupees Three Thousand Eight Hundred Rmt
Twenty Five and Paise Eighty Eight Only
91.5 64 Size: 350mm dia. 4,736.90 Rupees Four Thousand Seven Hundred Rmt
Thirty Six and Paise Ninety Only
91.6 27 Size: 400mm dia. 5,641.86 Rupees Five Thousand Six Hundred Rmt
Forty One and Paise Eighty Six Only
91.7 17 Size: 450mm dia. 6,739.73 Rupees Six Thousand Seven Hundred Rmt
Thirty Nine and Paise Seventy Three
92 SINGLE GIRDER EOT CRANE: All SPS and APS
SITC of Single girder type circular E.O.T. crane with
electrically operated hoist, class II duty, geared travelling
trolly with lift as specified here below complete with long
travel rail track (40 sq.mm. bar), moving or cross girder,
all three motions electrically operated by suitable rating
motor IP54, control panel, & down pendant control block,
brake, safety device, cables from motor to starter panel &
other required accessoaries & manufactured and tested as
per IS-807, IS-3938 & IS-3177, class-II, as per IS &
Specs and complete in all respect.
Note: Minimum as specified capacity or higher as per
requirement such that EOT crane capacity is min.1.25
times of the pump set or single heaviest component to be
lifted within pump house.
92.1 5 Capacity: min. 1.0 Ton 371,932.50 Rupees Three Lakh Seventy One No
Span: 0 to 6 m Thousand Nine Hundred Thirty Two and
Paise Fifty Only
92.2 5 Capacity: min. 2.0 Ton 420,412.50 Rupees Four Lakh Twenty Thousand No
Span: 0 to 6 m Four Hundred Twelve and Paise Fifty
92.3 3 Capacity: min. 2.0 Ton 481,012.50 Rupees Four Lakh Eighty One Thousand No
Span: 6 to 9 m Twelve and Paise Fifty Only
Sr. No. Qty. Item Rate Unit Amount in Rs.
(including 1% Labour Cess)
93 Full Bore Electromagnetic Flow Meter-Regular Power
Operated : All SPS and APS
Design,Supply, Installation,Testing,Commissioning of
Full bore electromagnetic flow meter with factory
calibrated,Regular power operated,flanged
connection,Flow sensor,indicator,transmitter and totaliser
with all accessories viz.surge arrestor,associated cabinets,
hardwares, etc complete as per following specification:
Flow Meter/Sensor:
DC pulsed type,IP 68 Protection, flanged process
connection as per IS 1538 or equivalent standard,SS
304/Metallic Alloy Flow Tube, SS 316/SS 316L/Hastelloy
Sensor,SS 316/Hastelloy Grounding Ring/Inbuilt
Grounding Electrode,Neoprene/Polyurethane/Hard
rubber/Rilsan lining,SS 304/Die cast aluminium/Carbon
steel with anticorrosive paint coil housing with Junction
box,CS flanges.
Flow Transmitter/converter(Remote field mounted):
Microprocessor based, modular design, 2 line LCD for
indication of actual flow rate,forward,reverse,sum
totaliser display,+ 0.5% accuracy at 0.3 to 4 m/sec
velocity, 4 to 20 ma with HART/Modbus output,one
scalable pulse,one status output.IP 67 protection,Die cast
aluminium/polycarbonate/SS 316 with anticorrosive
Paint/PU finish with glass window enclosure,Inbuilt
EEPROM and data logger, 20 meters cable length for
sensor to transmitter communication etc alongwith wall
mounted/stand mounted cabinet.
93.1 4 150 mm dia 83,801.72 Rupees Eighty Three Thousand Eight No
Hundred One and Paise Seventy Two
93.2 1 200 mm dia 107,109.49 Rupees One Lakh Seven Thousand One No
Hundred Nine and Paise Forty Nine Only
93.3 2 300 mm dia 135,766.22 Rupees One Lakh Thirty Five Thousand No
Seven Hundred Sixty Six and Paise
Twenty Two Only
93.4 3 350 mm dia 187,759.00 Rupees One Lakh Eighty Seven No
Thousand Seven Hundred Fifty Nine Only
93.5 3 450 mm dia 228,442.81 Rupees Two Lakh Twenty Eight No
Thousand Four Hundred Forty Two and
Paise Eighty One Only
AUDA Drainage Project
Electrical works
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
In Figures In Words
94 Supply , installation, testing and commissioning of
& 4 Pole, Air Break Fixed MCCB conforms to IS/
IEC 60947-2 with trip free mechanism, current
limiting type with Thermal Magnetic/ Microprocessor
release (O / C, S / C & E / F) with adjustable settings
& having minimum 2NO+2NC potential free
auxiliary contacts with all necessary Electro-
Mechanical protections & interlocks etc. MCCB
module, when used as Outgoing(s), shall have
enclosure dimensionsasper SOR & following
technical features:
4 Pole, MCCB with Breaking Capacity of Icu=50 KA
at 415V (Ics =100% of Icu), Microprocessor release
For all APS and SPS
94.1 1 Suitable for 80 Amp. capacity No 43,614.83 Rupees Forty Three Thousand Six
Hundred Fourteen and Paise Eighty
94.2 4 Suitable for 200 Amp. capacity No 43,614.83 Rupees Forty Three Thousand Six
Hundred Fourteen and Paise Eighty
94.3 3 Suitable for 400 Amp. capacity No 51,816.03 Rupees Fifty One Thousand Eight
Hundred Sixteen and Paise Three Only
95 LV POWER CONTROL CENTER (PCC)
Supply, installation, testing and commissioning LV
Distribution Board (LVDB) totally enclosed, dust &
vermin proof, indoor type, fabricated from CRCA
sheet steel with minimum thickness of 3 mm for base
frame / channel / gland plates, 2.0 mm for load
bearing members / doors & 1.6 mm for internal
partitions, minimum degree of protection - IP 52 as
per IS: 2147, suitable for operation on 3-Phase,
Wire, 415 V, 50 Hz, Neutral effectively grounded,
with instrumentation compartments accomodating
meters, aux / protective relays, LED type ndicating
lamps & control MCBs as per IS: 13947, current &
voltage transformers as per IS: 2705, air insulated
electrolitic grade Aluminum / Copper bus bar for
three phase & neutral system, GI earth bus for entire
length, power / control wiring using 1100 V grade,
FRLS insulated copper conductor wires conforming
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
IS: 694 & 8130, equipment fittings, horizontally
running busbar compartment height of minimum
mm, incoming & ougoing cable connections for
V grade, Aluminium / Copper conductor XLPE /
PVC insulated & PVC sheathed armoured cable.
LVDB shall have required incomming / bus coupler /
outgoing modules of following type & ratings.800 A
& 1000A , 3 & 4 Pole, ACB (Draw-out Type) with
Thermal Magnetic / Microprocessor release (O / C, S
/ C & E / F) having breaking capacity Icu of 50 kA at
415V with 6NO+6NC potential feee auxiliary
contacts, secondary isolating contacts with all
necessary Electro Mechanical protections &
interlocks etc.Other equirement shall be as per
technical specification & datasheet.4 pole, EDO with
Microprocessor Release
1 PS Geratnagar TPS 417B - SPS No.
(1 nos incomer)(b) Outgoing feeder for 1 nos - 125 KW
S/S feeder , 2 nos - 90 KW S/S feeder , 2 nos - 45KW
ATS feeder, , 2 Nos LT APFC feeder , 1 Nos LDB feeder
& 1 Nos EoT crane &
nos spare feeder , 2 Nos - 5 HP Dewatering pump feeder
1 Badodara-Vanch-Devadi SPS TP-424 No.
( 1 nos incomer )(b) Outgoing feeder for 1 nos - 125 KW
S/S feeder , 2 nos - 90 KW S/S feeder , 2 nos - 45KW
ATS feeder,2 Nos LT APFC feeder , 1 Nos LDB feeder &
1 Nos EoT crane &
nos spare feeder , 2 Nos - 5 HP Dewatering pump feeder
1 Nandej devdi TP-2 SPS No.
( 1 nos incomer )(b) Outgoing feeder for 1 nos -
KW S/S feeder , 2 nos - 110 KW S/S feeder , 2 nos -
55KW ATS feeder,2 Nos LT APFC feeder , 1 Nos LDB
feeder & 1 Nos EoT crane & 1 nos spare feeder , 2 Nos -
HP Dewatering pump feeder connection
1 Geratpur TP 128 No.
( 1 nos incomer )(b) Outgoing feeder for 1 nos - 110 KW
S/S feeder , 2 nos - 67 KW S/S feeder , 2 nos - 45KW
ATS feeder,2 Nos LT APFC feeder , 1 Nos LDB feeder &
1 Nos EoT crane &
nos spare feeder , 2 Nos - 5 HP Dewatering pump feeder
1 Jatelpur SPS No.
( 1 nos incomer )(b) Outgoing feeder for 1 nos - 110 KW
S/S feeder , 2 nos - 75 KW S/S feeder , 2 nos - 45KW
ATS feeder,2 Nos LT APFC feeder , 1 Nos LDB feeder &
1 Nos EoT crane &
nos spare feeder , 2 Nos - 5 HP Dewatering pump feeder
95.1 4 Suitable for 800 Amp. capacity No 190,288.04 Rupees One Lakh Ninety Thousand
Two Hundred Eighty Eight and Paise
95.2 1 Suitable for 1000 Amp. capacity No 191,987.87 Rupees One Lakh Ninety One
Thousand Nine Hundred Eighty Seven
and Paise Eighty Seven Only
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
96 Supply,installation, testing and commissioning of bus
bar chamber conforming to IS-375 fabricated from
G.M.S.sheet, dust & vermin proof having hinged door
with rubber gasket and necessary busbar supports
with aluminium busbar having current density not
more than 0.8 A/ sq. mm (Rated current/ cross section
area) duly wrapped with colour insulation tape for
phase sequence, three phase & neutral each Suitable
for mccb rating capacity with necessary painting
mounted on wall or pedestal frame of required size
with necessary connections.
For all APS and SPS
96.1 3 Suitable for 80 Amp. capacity Mtrs 2,602.77 Rupees Two Thousand Six Hundred
Two and Paise Seventy Seven Only
96.2 12 Suitable for 200 Amp. capacity Mtrs 3,061.31 Rupees Three Thousand Sixty One
and Paise Thirty One Only
96.3 9 Suitable for 400 Amp. capacity Mtrs 5,752.96 Rupees Five Thousand Seven
Hundred Fifty Two and Paise Ninety
97 (a) Supply , installation, testing and commissioning of
DOL starter suitable for local & remote pump control
application consisting of MPCB, overload relay and
contactors as per Type II coordination including
digital voltmeter, analogue ammeter with selector
switch, run hour meter, required protective relays &
control accessories. Control panels for Motor &
specification as per GWSSB R/C with inbuilt APP
type capacitor suitable for 415V , 50Hz, 3ph,AC
supply , IP-54 protection as Per IS-8623 &
For suitable rating of all instruments for 5 HP Motor
operation for Dewatering Pump operation for P.S
For all APS and SPS
97.1 13 For suitable rating of all instruments for 5 HP Motor Nos 6,993.24 Rupees Six Thousand Nine Hundred
operation for Dewatering Pump operation for P.S Ninety Three and Paise Twenty Four
98 Star Delta starter :- Supply , installation, testing and
commissioning of Star Delta starter suitable for local
& remote pump control application consisting of
MPCB, overload relay and contactors as per Type II
coordination including digital voltmeter, analogue
ammeter with selector switch, run hour meter,
required protective relays & control accessories.
98.1 2 Badodara-Vanch-devadi APS TP-424 Nos. 9,219.28 Rupees Nine Thousand Two Hundred
For suitable rating of all instruments for S/D from 10 Nineteen and Paise Twenty Eight Only
( 1W + 1 S/B) Motor operation
98.2 4 Nandej devdi TP-1 APS & Nandej devdi TP-2 APS Nos. 13,908.71 Rupees Thirteen Thousand Nine
For suitable rating of all instruments for S/D from 20 Hundred Eight and Paise Seventy One
( 1W + 1 S/B) Motor operation
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
99 Supply , installation, testing and commissioning of
Auto transformer starter suitable for local & remote
pump control application consisting of Auto
Transformer (vacuum impregnated, air cooled having
three (3) tappings at 50%, 65% and 80%), incomer
MCCB / MPCB, overload relay and contactors as per
Type II coordination including digital MFM with RS
485 communication port, analogue type ammeter with
selector switch, run hour meter, required protective
relays & control accessories.Control panels for Motor
& specification as per GWSSB R/C with inbuilt
APP type capacitor suitable for 415V , 50Hz, 3ph,AC
supply , IP-54 protection as Per IS-8623 &
99.1 2 Bibipur-Geratnagar_417-A Nos 24,518.76 Rupees Twenty Four Thousand Five
For suitable rating of all instruments for A. T. S. Hundred Eighteen and Paise Seventy
from 25 HP ( 1W + 1 S/B) Motor operation Six Only
99.2 2 Bibipur-Geratnagar_417-A Nos 38,182.04 Rupees Thirty Eight Thousand One
For suitable rating of all instruments for A. T. S. Hundred Eighty Two and Paise Four
from 50 HP ( 1W + 1 S/B) Motor operation Only
99.3 1 Bibipur-Geratnagar_417-A Nos 66,417.60 Rupees Sixty Six Thousand Four
For suitable rating of all instruments for A. T. S. Hundred Seventeen and Paise Sixty
from 75 HP ( 1 S/B) Motor operation Only
99.4 2 Geratnagar TPS 417 B Nos. 24,518.76 Rupees Twenty Four Thousand Five
For suitable rating of all instruments for A. T. S. Hundred Eighteen and Paise Seventy
from 25 HP ( 1W + 1 S/B) Motor operation Six Only
99.5 1 PS Geratnagar TPS 417B - SPS Nos. 110,039.50 Rupees One Lakh Ten Thousand
For suitable rating of all instruments for A. T. S. Thirty Nine and Paise Fifty Only
from 45KW ( 1W + 1 S/B) Motor operation
99.6 2 Bibipur-Gamadi Ropda TPS 418 Nos. 24,518.76 Rupees Twenty Four Thousand Five
For suitable rating of all instruments for A. T. S. Hundred Eighteen and Paise Seventy
from 25 HP ( 1W + 1 S/B) Motor operation Six Only
99.7 2 Bibipur-Gamadi Ropda TPS 418 Nos. 38,182.04 Rupees Thirty Eight Thousand One
For suitable rating of all instruments for A. T. S. Hundred Eighty Two and Paise Four
from 50 HP ( 1W + 1 S/B) Motor operation Only
99.8 1 Bibipur-Gamadi Ropda TPS 418 Nos. 66,417.60 Rupees Sixty Six Thousand Four
For suitable rating of all instruments for A. T. S. Hundred Seventeen and Paise Sixty
from 75 HP ( 1 S/B) Motor operation Only
99.9 1 Badodara-Vanch-Devadi SPS TP-424 Nos. 110,039.50 Rupees One Lakh Ten Thousand
For suitable rating of all instruments for A. T. S. Thirty Nine and Paise Fifty Only
from 45KW ( 1W + 1 S/B) Motor operation
99.10 2 Nandej devdi TPS-1 SPS Nos. 24,518.76 Rupees Twenty Four Thousand Five
For suitable rating of all instruments for A. T. S. Hundred Eighteen and Paise Seventy
from 25 HP ( 1W + 1 S/B) Motor operation Six Only
99.11 2 Nandej devdi TPS-1 SPS Nos. 33,737.03 Rupees Thirty Three Thousand Seven
For suitable rating of all instruments for A. T. S. Hundred Thirty Seven and Paise Three
from 40 HP ( 1W + 1 S/B) Motor operation Only
99.12 1 Nandej devdi TPS-1 SPS Nos. 46,700.38 Rupees Forty Six Thousand Seven
For suitable rating of all instruments for A. T. S. Hundred and Paise Thirty Eight Only
from 60 HP ( 1W + 1 S/B) Motor operation
99.13 1 Nandej devdi TP-2 SPS Nos. 121,488.86 Rupees One Lakh Twenty One
For suitable rating of all instruments for A. T. S. Thousand Four Hundred Eighty Eight
from 55 KW ( 1W + 1 S/B) Motor operation and Paise Eighty Six Only
99.14 1 Geratpur TP 128 Nos. 105,395.52 Rupees One Lakh Five Thousand
For suitable rating of all instruments for A. T. S. Three Hundred Ninety Five and Paise
from 37 KW ( 1W + 1 S/B) Motor operation Fifty Two Only
99.15 2 Jatelpur APS Nos. 24,518.76 Rupees Twenty Four Thousand Five
For suitable rating of all instruments for S/D from 30 Hundred Eighteen and Paise Seventy
HP ( 1W + 1 S/B) Motor operation Six Only
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
99.16 1 Jatelpur SPS Nos. 75,045.02 Rupees Seventy Five Thousand Forty
For suitable rating of all instruments for A. T. S. Five and Paise Two Only
from 30 KW ( 1W + 1 S/B) Motor operation
99.17 1 Jatelpur SPS Nos. 121,488.86 Rupees One Lakh Twenty One
For suitable rating of all instruments for A. T. S. Thousand Four Hundred Eighty Eight
from 55 KW ( 1W + 1 S/B) Motor operation and Paise Eighty Six Only
100 LV MCC Panel - Soft Starter
Supply , installation, testing and commissioning of
SITC of LV MCC Panel totally enclosed, dust &
bermin proof, indoor type, minimum degree of
protection - IP 52 as per IS: 2147, operation on 3-
Phase, 4 Wire, 415V, 50Hz, Neutral effectively
grounded, with instrumentation compartments
accomodating LED type indicating lamps, control
contactors as per IS: 13947, CT of accuracy class- I
as per IS: 2705, relays, meters & control MCBs, air
insulated electrolitic grade Aluminum bus bar for
three phase & neutral system with incomming breaker-
microprocessor based Air Circuit Breakers
(electrically operated drawout type)/ air break fixed
type MCCB with trip free mechanism, current
limiting type as per IS: 8828, Motor Contractor (as
per type -2 coordination), Overload Relay with built-
in single phasing prevention feature & auxiliary
feeders as per SLD drawings,
Momentary contact type push buttons, equipment
fittings, bus bars, cable boxes, cable gland, incoming
& ougoing cable connection for 1100V grade,
Aluminium/ Copper conductor XLPE / PVC
insulated & PVC sheathed armoured cable, 10%
spare terminals, power wiring using 1100V grade,
FRLS insulated copper conductor wires conforming
to IS: 694 & 8130, cable compartments / alleys of
minimum 300 mm size, GI / Al earth bus bar for
entire length. MCC shall be fabricated from cold
rolled, coled annealed (CRCA) sheet steel &
minimum thickness of various members shall be as
follows:Base Frame / Channel / Gland Plate: 3 mm,
Load Bearing Members / Doors: 2 mm and Internal
Partitions: 1.6 mm. Microprocessor based Soft Starter
with external by pass contactor,Semiconductor Fuses,
Harmonic Filters, cast resin type CT, Digital MFM,
Analogue Ammeter & minimum 10 Channel
Temperature Scanner with RS 485 communication
100.1 1 PS Geratnagar TPS 417B - SPS Nos. 317,123.84 Rupees Three Lakh Seventeen
For suitable rating of all instruments for Thousand One Hundred Twenty Three
Microprocessor based Soft Starter from 90 KW ( 1W and Paise Eighty Four Only
+ 1 S/B) Motor operation
100.2 1 PS Geratnagar TPS 417B - SPS Nos. 177,246.92 Rupees One Lakh Seventy Seven
For suitable rating of all instruments for Thousand Two Hundred Forty Six and
Microprocessor based Soft Starter from 125 KW ( 1 Paise Ninety Two Only
S/B) Motor operation
100.3 1 Badodara-Vanch-Devadi SPS TP-424 Nos. 317,123.84 Rupees Three Lakh Seventeen
For suitable rating of all instruments for Thousand One Hundred Twenty Three
Microprocessor based Soft Starter from 90 KW ( 1W and Paise Eighty Four Only
+ 1 S/B) Motor operation
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
100.4 1 Badodara-Vanch-Devadi SPS TP-424 Nos. 177,246.92 Rupees One Lakh Seventy Seven
For suitable rating of all instruments for Thousand Two Hundred Forty Six and
Microprocessor based Soft Starter from 125 KW ( 1 Paise Ninety Two Only
S/B) Motor operation
100.5 1 Nandej devdi TP-2 SPS Nos. 333,033.36 Rupees Three Lakh Thirty Three
For suitable rating of all instruments for Thousand Thirty Three and Paise
Microprocessor based Soft Starter from 110 KW ( Thirty Six Only
1W + 1 S/B) Motor operation
100.6 1 Nandej devdi TP-2 SPS Nos. 212,390.88 Rupees Two Lakh Twelve Thousand
For suitable rating of all instruments for Three Hundred Ninety and Paise
Microprocessor based Soft Starter from 160 KW ( 1 Eighty Eight Only
S/B) Motor operation
100.7 1 Geratpur TP 128 Nos. 299,519.54 Rupees Two Lakh Ninety Nine
For suitable rating of all instruments for Thousand Five Hundred Nineteen and
Microprocessor based Soft Starter from 67 KW ( 1W Paise Fifty Four Only
+ 1 S/B) Motor operation
100.8 1 Geratpur TP 128 Nos. 166,516.68 Rupees One Lakh Sixty Six Thousand
For suitable rating of all instruments for Five Hundred Sixteen and Paise Sixty
Microprocessor based Soft Starter from 110 KW ( 1 Eight Only
S/B) Motor operation
100.9 1 Jatelpur SPS Nos. 158,561.92 Rupees One Lakh Fifty Eight
For suitable rating of all instruments for Thousand Five Hundred Sixty One
Microprocessor based Soft Starter from 90 KW ( 1 and Paise Ninety Two Only
S/B) Motor operation
101 LV APFC PANEL
Supply, installaton, testing & commissioning LV
APFC panel consisting of required capacitor banks
for continuous duty to improve P.F. 0.85 to 0.99 in
required steps enclosed in dust & vermin proof
compartment, indoor type, fabricated from CRCA
sheet steel with minimum thickness of 3 mm for base
frame / channel / gland plates, 2.0 mm for load
bearing members / doors & 1.6 mm for internal
partitions, minimum degree of protection - IP
busbar chamber, required size of Al bus
bar/terminals, minimum 10 stage APFC relay,
metering, indicating lamps, push buttons complete as
per IS: 16636-2017 with latest ammendment &
detailed technical specification and data sheet as
under.Up to 50 KVAR capacity: APFC panel
consisting following items. a) 125 A, 50 kA for 1sec.
TP, TM based MCCB with spreader terminals &
rotary handle b) 0-125 A range analogue ammeter of
96 x 96 mm size with selector switch c) 3 nos. 125 /
5A, 10 VA CL-1.0 cast resin type current
d) Suitable rating MCCB / MCB &Contactors for
each capacitor bank e) Suitable rating APP type
capacitor banks (vacuum impregnated with non-PCB
/ non toxic oil, internally delta connected with built in
internal fuses complete with discharge resistances &
terminal cover) of approoved make in required
stepswith well suited detuned reactor is placed in
series with each capacitor step. (e.g. 50 KVAR
capacity will be provided in steps of 2 nos x
KVAR, 2 nos x 7.5KVAR & 2 nos x12.5 KVAR). f)
Enclosure dimensions: 1600 (H) x 1150 (W) x
101.1 8 For all APS and SPS Nos 139,776.93 Rupees One Lakh Thirty Nine
Thousand Seven Hundred Seventy Six
and Paise Ninety Three Only
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
102 Supply & erecting heavy duty APP type capacitor
unit, vacuum impregnated with non-PCB / non toxic
oil, internally delta connected with built in internal
fuses complete with discharge resistances & terminal
cover, rated for 440 V AC, 3 Phase, 50Hz as per IS -
102.1 16 Bibipur-Geratnagar_417-A KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 8 KVAR each) - GEB approved -
102.2 24 Bibipur-Geratnagar_417-A KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 12 KVAR each) - GEB approved-
102.3 36 Bibipur-Geratnagar_417-A KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 18 KVAR each) - GEB approved-75
102.4 26 Bibipur-Geratnagar_417-A , Geratnagar TPS 417 KVAR 287.85 Rupees Two Hundred Eighty Seven
B,PS Geratnagar TPS 417B - SPS, Bibipur-Gamadi and Paise Eighty Five Only
Ropda TPS 418,Badodara-Vanch-devadi APS TP-
424, Badodara-Vanch-Devadi SPS TP-424, Nandej
devdi TP-1 APS,Nandej devdi TP-2 APS, Nandej
devdi TPS-1 SPS, Nandej devdi TP-2 SPS,Nandej
devdi TP-2 SPS, Geratpur TP 128,Jatelpur APS
LT APP type Capacitor for 5 HP DOL Starter panel (
for 1 No Motor : 2 KVAR each) - GEB approved -
5HP drain pump for avove mention all PS
102.5 16 Geratnagar TPS 417 B KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 8 KVAR each) - GEB approved
102.6 30 PS Geratnagar TPS 417B - SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 15 KVAR each) - GEB approved
102.7 54 PS Geratnagar TPS 417B - SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 27 KVAR each) - GEB approved
102.8 35 PS Geratnagar TPS 417B - SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 35 KVAR each) - GEB approved
102.9 16 Bibipur-Gamadi Ropda TPS 418 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 8 KVAR each) - GEB approved
102.10 24 Bibipur-Gamadi Ropda TPS 418 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 12 KVAR each) - GEB approved
102.11 36 Bibipur-Gamadi Ropda TPS 418 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 18 KVAR each) - GEB approved
102.12 8 Badodara-Vanch-devadi APS TP-424 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for S/d control panel -( for and Paise Eighty Five Only
1 No Motor : 4 KVAR each) GEB approved
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
102.13 30 Badodara-Vanch-Devadi SPS TP-424 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 15 KVAR each) - GEB approved
102.14 54 Badodara-Vanch-Devadi SPS TP-424 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 27 KVAR each) - GEB approved
102.15 35 Badodara-Vanch-Devadi SPS TP-424 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 35 KVAR each) - GEB approved
102.16 28 Nandej devdi TP-1 APS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for s/d control panel ( for 1 and Paise Eighty Five Only
No Motor : 14 KVAR each) - GEB approved
102.17 28 Nandej devdi TP-2 APS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for s/d control panel ( for 1 and Paise Eighty Five Only
No Motor : 14 KVAR each) - GEB approved
102.18 16 Nandej devdi TPS-1 SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 8 KVAR each) - GEB approved
102.19 22 Nandej devdi TPS-1 SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 11 KVAR each) - GEB approved
102.20 15 Nandej devdi TPS-1 SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( and Paise Eighty Five Only
for 1 No Motor : 15 KVAR each) - GEB approved
102.21 38 Nandej devdi TP-2 SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 19 KVAR each) - GEB approved
102.22 66 Nandej devdi TP-2 SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 33 KVAR each) - GEB approved
102.23 60 Nandej devdi TP-2 SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 60 KVAR each) - GEB approved
102.24 24 Geratpur TP 128 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 12 KVAR each) - GEB approved
102.25 42 Geratpur TP 128 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 21 KVAR each) - GEB approved
102.26 33 Geratpur TP 128 KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 33 KVAR each) - GEB approved
102.27 20 Jatelpur APS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 10 KVAR each) - GEB approved
102.28 22 Jatelpur SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 11 KVAR each) - GEB approved
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
102.29 34 Jatelpur SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 17 KVAR each) - GEB approved
102.30 72 Jatelpur SPS KVAR 287.85 Rupees Two Hundred Eighty Seven
LT APP type Capacitor for ATS control panel ( for and Paise Eighty Five Only
1 No Motor : 27 KVAR each) - GEB approved
103 POWER CABLES -1.1 kV Grade Cable- Aluminium
/Copper Conductor with accessories
Supply , installation, testing and commissioning of
1.1 kV grade, XLPE insulated, stranded Aluminium
conductor, galvanised steel flat strip / round wire
armoured, extruded PVC type ST2 sheathed, heavy
duty cable (to be laid on wall surface with necessary
clamps / in existing cable trench / cable trays /
conduit / pipe sleeves at road crossing or floor as per
site requirement) conforming to IS:7098 (Part-1) &
IEC:60502 (Part-1) of following sizes:
For all APS and SPS main incommer to motor and
other lighting and aux loads
103.1 250 1.1 KV , 3 R, 3.5 C x 300 Sq. mm Al. XLPE Mtrs 2,890.62 Rupees Two Thousand Eight Hundred
Ninety and Paise Sixty Two Only
103.2 250 1.1 KV , 3.5 C x 240 Sq. mm Al. XLPE Mtrs 790.83 Rupees Seven Hundred Ninety and
Paise Eighty Three Only
103.3 2600 1.1KV 4C X 4 Sq.mm Cu Mtrs 142.41 Rupees One Hundred Forty Two and
Paise Forty One Only
103.4 105 1.1 KV , 3.5 C x 70 Sq. mm Al. XLPE Mtrs 289.87 Rupees Two Hundred Eighty Nine
and Paise Eighty Seven Only
103.5 390 1.1 KV , 3.0 C x 6 Sq. mm Al. XLPE Mtrs 70.70 Rupees Seventy and Paise Seventy
103.6 200 1.1 KV , 3.0 C x 70 Sq. mm Al. XLPE Mtrs 245.43 Rupees Two Hundred Forty Five and
Paise Forty Three Only
103.7 100 1.1 KV , 3.0 C x 50 Sq. mm Al. XLPE Mtrs 181.80 Rupees One Hundred Eighty One and
Paise Eighty Only
103.8 250 1.1 KV , 3.0 C x 35 Sq. mm Al. XLPE Mtrs 145.44 Rupees One Hundred Forty Five and
Paise Forty Four Only
103.10 100 1.1 KV , 3.5 C x 120 Sq. mm Al. XLPE Mtrs 427.23 Rupees Four Hundred Twenty Seven
and Paise Twenty Three Only
103.11 100 1.1 KV , 3.5 C x 150 Sq. mm Al. XLPE Mtrs 509.04 Rupees Five Hundred Nine and Paise
103.12 110 1.1 KV , 3.5 C x 50 Sq. mm Al. XLPE Mtrs 213.11 Rupees Two Hundred Thirteen and
Paise Eleven Only
103.13 60 1.1 KV , 3.5 C x 95 Sq. mm Al. XLPE Mtrs 346.43 Rupees Three Hundred Forty Six and
Paise Forty Three Only
104 Cable Gland & Lugs :-
Providing & fitting crimping type Cable Terminals
(Lugs) conforming to IS of required types and sizes as
per site requirement for above cables
104.1 1 Bibipur-Geratnagar_417-A Lot 10,918.10 Rupees Ten Thousand Nine Hundred
Eighteen and Paise Ten Only
104.2 1 Geratnagar TPS 417 B Lot 5,064.14 Rupees Five Thousand Sixty Four and
Paise Fourteen Only
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
104.3 1 PS Geratnagar TPS 417B - SPS Lot 17,868.92 Rupees Seventeen Thousand Eight
Hundred Sixty Eight and Paise Ninety
104.4 1 Bibipur-Gamadi Ropda TPS 418 Lot 10,918.10 Rupees Ten Thousand Nine Hundred
Eighteen and Paise Ten Only
104.5 1 Badodara-Vanch-devadi APS TP-424 Lot 5,064.14 Rupees Five Thousand Sixty Four and
Paise Fourteen Only
104.6 1 Badodara-Vanch-Devadi SPS TP-424 Lot 17,868.92 Rupees Seventeen Thousand Eight
Hundred Sixty Eight and Paise Ninety
104.7 1 Nandej devdi TP-1 APS Lot 5,064.14 Rupees Five Thousand Sixty Four and
Paise Fourteen Only
104.8 1 Nandej devdi TP-2 APS Lot 5,064.14 Rupees Five Thousand Sixty Four and
Paise Fourteen Only
104.9 1 Nandej devdi TPS-1 SPS Lot 9,580.86 Rupees Nine Thousand Five Hundred
Eighty and Paise Eighty Six Only
104.10 1 Nandej devdi TP-2 SPS Lot 21,938.21 Rupees Twenty One Thousand Nine
Hundred Thirty Eight and Paise
Twenty One Only
104.11 1 Geratpur TP 128 Lot 17,868.92 Rupees Seventeen Thousand Eight
Hundred Sixty Eight and Paise Ninety
104.12 1 Jatelpur APS Lot 5,451.98 Rupees Five Thousand Four Hundred
Fifty One and Paise Ninety Eight Only
104.13 1 Jatelpur SPS Lot 17,868.92 Rupees Seventeen Thousand Eight
Hundred Sixty Eight and Paise Ninety
105 Lighting & power distribution Panel board:-
Providing & erecting sheets steel powdwer coated
MCB Distribution board /flush/surface mounted fitted
with bus bar , neutrAL LINK, earth bar and /DN rail
confirms to IS -8623 -1 & 3 , IEC -61439-1 & 3 with
outgoing MCB(The DB should be used of the same
compony of MCB to be used).
105.1 13 For all APS and SPS Nos 3,412.79 Rupees Three Thousand Four
Hundred Twelve and Paise Seventy
106 Cable trays:-
Supply & laying GI perforated type cable trays with
returned edge/ flange, fabricated from 2.0 mm thk
sheet steel in the standard length of 2.5 mtrs, duly hot
dipped galvanized after fabrication as per IS 2629-
1989 / IS 4759-1984 including accessories such as
coupler plates/ fish plates, bends, tees, reducers,
elbows, covers and electro-galvanized hardware etc,
erected on existing support as per specification and
instruction of engineer in charge. 150(W) x 35(H) x
2.0 mm Thick GI perforated type cable tray with GI
couplers plate & nut bolts
106.1 1800 For all APS and SPS Mtr 298.96 Rupees Two Hundred Ninety Eight
and Paise Ninety Six Only
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
107 Providing EARTHING & Lighting protection for
Pump house, Electrical penel room, Out side Pump
house are equipments including Earthing pits,
Electrode, GI Strips, MS Strip as per IS 3043 &
tender specifications .
(a)Supply & erectionrequired size HOT deep
Galvanised iron strip for earthing of LT panel board,
Motors etc. using proper clamp.(3kg)
(b) Supplying & erecting earth pit of minimum bore
dia.150mm size approved make Earthing Electrode
consisting Pipe-in-Pipe
Technology as per IS 3043-1987 made of corrosion
free G.I.Pipes having Outer pipe dia of 50mm having
80-200 Micron galvanising,
Inner pipe dia of 25 mm having 200-250 Micron
galvanising, connection terminal dia of 12mm with
constant ohmic value
surrounded by highly conductive compound with high
charge dissipation suitable for following type of
applications . For Electrical Installation up to 440V in
Length of pipe - 1 Mtr
Back filling compound - 1 Nos Bag of 15 Kg.
107.1 26 For all APS and SPS Lot 5,998.39 Rupees Five Thousand Nine Hundred
Ninety Eight and Paise Thirty Nine
108 Street Light fixture :
Supply , installation, testing and commissioning of
LED streetlight/Flood light fittings with High power
White LEDs wattage of 1 Watt and above assembled
on single MCPCB,efficiency more than 130lm/w and
corrosion free High pressure die cast aluminum
housing with smooth finish powder coated and heat
sink extruded aluminium with diffuser and Poly
carbonateoptics/lenses with company mark/name
engraved or embossed 120 to 300V,PowerFactor
more than 0.95, THD < 10 %, CCT 3000 K to
5700K,Uniformity ratio>0.45,Luminaire
efficacy>100 lumens/watt. LED driver
efficiency>85%. CREE/OSRAM/PHILIPSLumileds /
NICHIA / SEOUL / BridgeLux (U.S.A.)makeLED
used for luminaire.(fittings required LM-79& LM-80
(A) Street Light (IP-65), Surge protection -4KV
integral and 10 kv non integral ,Light must have
440VAC line supply protection. It should withstand
48 hours for 440VAC line supply.70 W Cat-III
108.1 65 For all APS and SPS Nos 6,016.57 Rupees Six Thousand Sixteen and
Paise Fifty Seven Only
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
109 Supplying and erecting LED street light / Flood light
fittings with High power White LEDs wattage of
Watt 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 toughened glass with company
mark/name engraved or embossed 160 to
V,Power Factor more than 0.95, THD < 10 %, CCT
3000 K to 5700K,Uniformity ratio >0.45, Luminaire
efficacy> 100 lumens/watt . LED driver efficiency >
85 %.( fittings required LM-79 & LM-80
certificates)(NOTE: Below description have shown
ranges of Wattage capacity of LED fittings.The
Engineer incharge may select any wattage capacity
between the ranges shown.)
(i) Flood Light (IP-65), Surge protection -4KV
integral and ,Light must have 440VAC line supply
with over-voltage protection. above 160 to 200 Watts
109.1 63 For all APS and SPS Nos 9,647.52 Rupees Nine Thousand Six Hundred
Forty Seven and Paise Fifty Two Only
110 INTERNAL LIGHTING & OTHER ACCESSORIES
OF PUMP HOUSE BUILDING :-
Supply , installation, testing and commissioning of
Internal Lighting (AC and DC emergency) & other
accessories of Pump house building
(a)Point wiring : ( Copper) Point wiring for Light/
Fan/ Bell/ Primary Point with 2-1.5 sq. mm &
earthwire of 1.5 sq. mm (green) both are of ISI
marked 1.1kV grade FRLS PVC insulated
multistrand copper wires, in following type of pipe to
be erected concealed in/ flushed on wall /ceiling,
complete with 6A Tissino type ISI marked flush type
switch/ bell push and accessories erected on Metal/
PVC Box covered with 3 mm thick PC
(Polycarbonet)/ Acrylic sheet with necessary Lamp
holder/ ceiling
rose/ H.D.Connector as directed with medium class
Rigid PVC pipe and accessories as per requirement
(b)Plug point ( 6 Amp) as per requirement
(c )Single pole 16 Amp switch as per requirement
(d) Single pole 6 amp & 16 Amp universal socket as
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
(e ) Conduits & Pipe ( 25 mm) as per requirement
(f) Mains & wires as per requirement1.1KV graded
FR PVC insulated ISI marked standard copper
conductor wire of 2.5 Sq.mm
(g) Supplying and erecting LED indoor fittings with
LEDs of wattage 0.2 Watt to 0.5 Watt assembled on
single MCPCB ,with housing used as a heatsink shall
be made of thick sheet Steel conforming to
IS:513/CRCA/ aluminium diecast powder coated and
high U.V.& corrosion resistance with diffuser with
company mark/name
120to300V,PowerFactormorethan0.9,THD<10%,CC
T 3000 K to 6500K, Luminaire
efficacy>85lumens/watt,LEDefficiency-110
lumens/wattLED driver efficiency >
%CREE/OSRAM/PHILIPS
Lumileds/NICHIA/SEOUL/Bridge lux make LED
used for luminaire.(fitting required LM-79& LM-80
20 Watts, Surge - 2KV,IP-20, 4 feet Cat-III (
Minimum- 2 Numbers/ As per LUX Level
110.1 13 For all APS and SPS Lot 22,953.26 Rupees Twenty Two Thousand Nine
Hundred Fifty Three and Paise Twenty
111 Exhaust fan:-
Supplying & erecting single phase approved make
industrial exhaust fan suitable for medium duty ring
mounted low noise operation suitable for medium
duty having following dia size and maximum speed in
RPM 380 mm dia 900 RPM -Cat-II
111.1 52 For all APS and SPS Nos 2,740.13 Rupees Two Thousand Seven
Hundred Forty and Paise Thirteen
112 SAFETY ACCESSORIES FOR PUMP HOUSE
(i) Providing printed instruction chart both in english
and gujarati and duly frame with front glasses of
treatment of person suffering from electric shock,
Danger board at switch yard, various boards and
provide Electrical SLD (Mini-1 Set/ As per site
(ii) Providing pair of safety rubber hand gloves as per
IS (Mini-1 Set/ As per site requirement) )
(iii) Supplying 4 mm thick insulating rubber mat of
required length ( As per IS -15652/IEC-61111) (Mini-
10 Sq.mtr / As per site requirement) )
(iv Supplying standard first aid box with all the
standard content/medical items (Mini-1 No / As per
site requirement) )
(v) Supply fire bucket round bottom of 9 Ltr.
Capacity made out of 24 gauge GI sheet with extra
handle at bottom duly painted white inside and Red
out side with FIRE mark. filled with drysand and kept
on existing stand provided or hug on wall hook. (Mini-
2 Set/ As per site requirement)
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
(vi) Supplying and erecting floor mounting stand for
keeping four nos. of FIRE buckets comprising
mm in length 900 mm height frame made out of
mm x 30mm x4 mm angle iron with cross supports
for legs, welded with 4 hooks and duly painted with
one coat of red lead and two coats of approved
enamelled silver paint. (Mini-1 Set/ As per site
(vii )Supplying & erecting D.C.P. type fire
extinguisher for following capacity cartridge type
with gun metal cap 150 gram CO2 gas cartridge,
powder and brackets confirming to IS 2171 1985 and
complete erected with necessary clamps made from
50 x 6 mm M S Flat with nuts and bolts grouted in
wall complete.For 5 /6 Kg Capacity (Mini-1 No /
As per site requirement) )
(viii)Providing and erecting metallic vitrified danger
notice board as per language suggested by engineer
incharge for MEDIUM VOLTAGE installation to be
erected as per IS-2551. (Mini-1 No As per site
112.1 13 For all APS and SPS Lot 14,427.85 Rupees Fourteen Thousand Four
Hundred Twenty Seven and Paise
Eighty Five Only
113 Ultrasonic Level Transmitter
Ultrasonic Level TransmitterUltrasonic Type Level
Transmitter with Remote Display :Design, Supply,
Installation, Testing and Commissioning of NOn
Contact Ultrasonic Type Level Transmitter with
Remote Display.Sensor:The sensor should be non
contact type, field mounting type, housing shall have
minimum IP65 protection, PP/ PVC SensorMOC,
with sensor to transmitter cable.
Remote Indicator cum Transmitter:
Microprocessor based indicator with LED / LCD
digital display,panel/ wall mounting type, power
supply shall be 110-240 Vacor 15 to 36 Vdc, 50 Hz ±
10 %. Accesories: Mounting bracket, nut, bolts etc as
per system requirement and Hook up diagram of the
Instruments. Level Transmitter shall be suitable for
following Range 0 to 10 Meter
113.1 13 For all APS and SPS Nos 60,030.36 Rupees Sixty Thousand Thirty and
Paise Thirty Six Only
114.0 Pressure Gauge
Design, Supply, Installation, Testing, Commissioning
of Bourdon Type Pressure Gauge, ±1% accuracy,
Direct bottom 1/2" NPT (M) process connection, IP
67, Glycerine filled, SS304 Case with Bayonet Type
Bezel, SS316 L Bourdon Tube, SS 316 Movement
material, Aluminium dial with black graduation on
white background, Micro Zero adjustable pointer,
neoprene gasket, Blow out disc, shatter proof glass,
SS tag plate etc as per IS 3624 with accessories.
150 mm Dial Size: 150 mm Dial Size 0 to 16 Kg/cm2
Sr. No. Qty. Item Unit Rate Amount in Rs.
(including 1% Labour Cess)
114.1 63 For all APS and SPS Nos 1,426.12 Rupees One Thousand Four Hundred
Twenty Six and Paise Twelve Only
AUDA Drainage project
Compound Wall for Pumping Stations (SPS and APS)
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
115 Excavation for foundation upto 1.50 mt.depth including
sorting out and stacking useful material and disposing of
the excavated stuff upto 50 mt.lead.(Loose or soft soil)
816.10 (Loose or soft soil) 117.08 Rupees One Hundred Seventeen Cmt
and Paise Eight Only
116 105.02 Providing and Casting in situ mass cement concrete in 3,005.76 Rupees Three Thousand Five and Cmt
grade M-100(App.corres.to prop. 1:3:6 ) using granite Paise Seventy Six Only
quartzite trap metal of size 40mm Consolidation curing
etc. compl. In P.C.C. 1:3:6.
A) Foundation & Plinth
117 Providing and casting in situ C.C. in grade M-20
(proportions as per mix design or as per table9 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 (Below G.L)
117.1 108.70 (i) Footing for Columns 5,575.20 Rupees Five Thousand Five Cmt
Hundred Seventy Five and Paise
117.2 171.40 (ii) Column 7,436.63 Rupees Seven Thousand Four Cmt
Hundred Thirty Six and Paise
Sixty Three Only
117.3 165.00 (iii) beam 6,789.22 Rupees Six Thousand Seven Cmt
Hundred Eighty Nine and Paise
Twenty Two Only
118 53978.00 Supplying cutting, bending , binding and placing in 73.94 Rupees Seventy Three and Paise Kg
position steel as per plan and design and as per ISS Ninety Four Only
2502 including cost of steel and binding wire for
reservoirs/structures only including lift up to 6.0 meter
height or depth below GL for all diameter. -TMT Bars
Fe-500 grade for all diameters.
119 Brick work using common burnt building bricks
hgaving crushing strength not less that 35 Kg/Cm2
foundation and plinth in cement mortar 1:6 (1 cement:
fine sand) Extra for brick work in superstructure above
floor two level
605.00 A) Head Works. 4,295.99 Rupees Four Thousand Two Cmt
Hundred Ninety Five and Paise
Ninety Nine Only
120 11508.00 20 mm thick sand faced cement plaster on walls upto 300.66 Rupees Three Hundred and Paise Smt
height 10 metres above ground level consisting of 12 Sixty Six Only
mm 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 :
Sand ) etc. complete.
Sr. No. Quantity Item Rate Unit Amount
(including 1% Labour Cess)
In Figures In Words
121 570.00 Filling available excavated earth (excluding rock) in 130.39 Rupees One Hundred Thirty and Cmt
trenches, plinth, sides of foundations etc. in layers not Paise Thirty Nine Only
exceeding 20 cm. in depth consolidating each disposted
layer by ramming and watering. Filling is to be carried
out inside the Head work and on approaches.
122 Finishing wall with water proofing cement paint of on
wall surfaces (Three coats) to give an approved brand
and manufacture and of required shape even shade
after thoroughly brushing the surface to remove all dirt
and remains of loose powered materials.
11508.00 Coat of water proofing cement paint of approved brand 89.58 Rupees Eighty Nine and Paise Smt
and manufacturing Fifty Eight Only
123 8478.60 Providing and fabricating and placing cutting edge and 88.81 Rupees Eighty Eight and Paise Kg
curbs as per design and drawing manufactured from Eighty One Only
structural steel or M.S plate confirming to ISS 226-1962
including Reviting , welding etc. complete. including
M.S. bars , anchor bolts and structural steel etc complete
124 130.00 Applying Prime Coat over new steel and other metal 35.03 Rupees Thirty Five and Paise Smt
surface after over and including preparing the surface by Three Only
throughlyt cleaning oil, grease dirt and other foreign
matter and sourced with brushes fine steel wool,
scrapers and sand paper with ready mixed priming paint
brushing red lead.
125 130.00 Painting two coats (excluding priming coat) on new 88.69 Rupees Eighty Eight and Paise Smt
steel and other metal surface with enamel paint, Sixty Nine Only
brushing, interior to give an even shade including
cleaning the surface an even shade including cleanicn
the surface of all dirt, dust and other foreign matter.
126 1560.00 Providing and fixing 1.20 M high fencing with 2.0 M 389.25 Rupees Three Hundred Eighty Rmt
long M.S.angle posts 40 x 40 x6 mm and oil painting 3 Nine and Paise Twenty Five Only
coats fixed at 2.50 Mt. c/c with seven horizontal raws of
galvanised steel barbed wire weighing 9.39 kg/100 mts.
strained and fixed to posts with G.I,staples including
fixing the postsing ground with 0.5 M X 0.5 M X 0.5 M
block in C.C 1:5:10 etc complete.
127 130.00 Providing and preparing AUDA logo in CM 1:3 on 259.33 Rupees Two Hundred Fifty Nine Nos
Compound wall outside of plot as per approved drg. and Paise Thirty Three Only
Including finishing comp.
128 13 Providing, fabricating and fixing WDS name board of 11,703.88 Rupees Eleven Thousand Seven Nos
size 3.0 m x 0.6 m made from ISA 50x50x5 mm MS Hundred Three and Paise Eighty
angle with 3 nos. support at back side vertical member Eight Only
of angle size 1.1 m height inclding 0.3 m holdfast
inserted in compound wall with necessary dismantling
and fixing with cement concrete. The rate shall also
include 16 g MS sheet of size 3.0 x 0.6 m including
writing letter with AUDA logo as directed by EIC. Rate
shall include painting board with 2 coats of enamel paint
over one coat of anticorrosive primer.
AUDA Drainage Project
Sewage Treatment Plant
Item Quantity Description Basic Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures InWords
129 Sequential Batch Reactor (SBR) Technology
Designing, providing constructing, hydraulic testing, commissioning and
giving satisfactorily trials of STP consisting of Inlet Chamber, Screen
Chamber, Detritus Tanks, Distribution Chamber and SBR Basins,
Sludge Sump. Chlorine Contact Tank, Chlorinator Room / Shed, Sludge
Dewatering Equipment necessary piping work with required valves,
gates, drains, pathways. Administration Block cum Laboratory
Laboratory Equipments nternal Roads, Pathways, compound wall,Tools
and Plants, complete as turnkey job with all involved civil, electrical
instrumentation and mechanical works inclusive of following items,
units as per detailed specifications for civil, electrical and mechanica
components with all duties and taxes etc. complete to achieve BOD <
10ppm, TSS < 10ppm,BioIogicaI TN « 10ppm & PO4 « 2ppm to ge
recyclable quality of water for industrial / agricultural purposes. The
Coagulant Dosing System shall be provided as an optional/ back up Al
units shall be interconnected with administration building by Suitable or
RCC overhead walkways.
A PRIMARY TREATMENT
1 Inlet Chamber
Designing. providing, and constructing RCC (M:30) inlet chamber for
the peak flow as per CPHEEO Manual including necessary excavation
in all types of strata including walkway all around the periphery. Inlet
chamber having minimum HRT of 60 seconds, each compartment will
have steel gates with extension rod, head stock operating wheels. GI
pipe railing etc. The work includes providing and making necessary
arrangements to connect the flow to screen chamber by approach
channel as directed and as per specifications.
2 Screen Chamber
Designing , providing, constructing, testing and commissioning of Two
approach channels (min 4.5 m long), mechanically cleaned bar rack
screen (6 mm clear opening 1O mm the. flats), Escalator screens, with
100% standby manual fine screen (10 mm clear opening) MOC SS316,
CI sluice gates (one before screen & one after screen) , designed fast per
CPHEEO Manual in RCC (M -30), including inlet pipe channel from
inlet chamber, outlet pipe / channel lo detritus tank, free board of 0 5 m
minimum, RCC walkway 1.2 m wide with GI pipe railing RCC stair
case of 1.2 m width from GL to screen chamber. with operating
platform and belt conveyor system incl. panel & push bottom switch at
local level as well as MCC room for two way control.
Designing, providing and constructing grit Chamber- Detritus or vortex
type or aerated type (100°/ standby), mechanically operated in RCC M
30) capable of removing 10O°/« of 0.2 mm size particle and above,
having specific gravity 2.40, HRT of 1 minute at average flow (Detritus
Tank), horizontal velocity not exceeding 0.30 mlsec (Detritus Tank) at
peak flow with suitable arrangement of separation of grit from
putrescible solids. Inlet and outlet channels of required sizes as may be
required to connect the flow to connecting unit etc. Complete including
hydraulic testing for water tightness of structure having minimum FB of
0.3 m, wash out arrangement to Grit chamber and platform 1.2 m wide
RCC walkway with GI pipe handling shall be provided. A pit for
collecting grit conveyed by conveyor shall be provided. It should be
suitable to handle the grit for carting.
All arrangements shall be as detailed specifications and as directed.
4 Parshall flume having head loss limited to 0.15 m with necessary flow
measuring devices/meter consisting of digital indicator in LPS & MLD
B SECONDARY TREATMENT
Item Quantity Description Basic Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures InWords
Designing, providing and constructing in RCC (M 300), CASP basins
for biological removal of BOD along with built-in nitrification-de-
nitrification, Bio-P removal in compartments to handle combine flow of
1 DWF incoming flow and recirculation flow including construction o
selector compartments and providing 1.2 m wide clear approach
walkways, expansion joints wherever necessary, including foundations
etc as per specifications. Peak factor shall be 2, F/M ratio shall be 0.15,
complete with air blowers, fine diWused aeration grid with Retrievable
type installation equipment and FB 0.5 m and SWD as required. DO
level in basin to be minimum 2 mg/I complete with "Oxygen Uptake
Rate' control system and all related instruments, Stainless steel decanters
and automation works. MLSS concentrations shall be 3O00 - 5000 mg/I
or more, MLVSS to MLSS ratio to be 0.6-0.7. HRT shall be min.
hrs and SRT suitable for fully digested sludge. SBR process shall have
independent steps like Fill & aeration,
Settling(Sedimentation/clarification),Decanting without overlapping
each other. Since it is complete batch process, filling will not be
acceptable during selling or Decanting. Minimum decanting depth shall
not be less than 2.20 m. The system should work on a gravity influent
condition. No influent/effluent equalization tanks or flash filling is
accepted. It should have all other relatec works.
SRT shall be suitably provided to achieve N, P removal. Since these are
the technology driven plants, bidders has to adopt well established well
tested and proven, IIT/ NEERI evaluated/approved SBR process
Ispecifications and at least 50 °/» of the tendered capacity has been in
successfully operating condition as per the outlet criteria mentioned in
above in Government organizations of India since last two years
including one year of standard defect liability period. Bidder has to tie-
with the well qualified technology provider who having experience in
India at least 50 °/» of the tendered capacity with 1 year 0 & M
experience in government organizations of India.
6 Process Air Blowers or Aspirator Aerator:
The Plant should be based on Dissolved Oxygen / Oxygen Uptake Rate
Control with VFD driven Aeration Device. The Aeration System shall
be designed for 110 °/» Capacity of the design Air requirement. The
aeration Blower/Aeration Device shall be having 100% installed standby
Air diffuser shall be of disk/ tubular type, retrievable. The wetted part of
the aeration system of non-corrosive materials such as UPVC. Blowers
shall be housed in process air blower building. The minimum area of the
building is 20 sq.m. and height of 5m (min).
7 Raw sludge pump house:
Raw Sludge Sump minimum HRT of 30 minutes & depth of sludge
limited to 2 m, 4.5 m minimum diameter, separate panel room outside
8 Chlorine Contact Tank
Designing providing and constructing chlorine contact chamber of
adequate capacity to deal with 1 DWF average flow. The chlorine
contac tank should be of 30 min capacity, during average flow tq
achieve 99 99 % coliform reduction. Chlorine dose shall be maintained
as pe standard provisions, including designing, providing and
constructing water supply provision for chlorination, including providing
dewatering and by pass arrangement jointing to final effluent mains and
outlet weir etc complete. The effluent quality should match with the
standards laid down by Gujarat pollution control board and as per
obligatory provision and as detailed specification and as directed by
engineer in charge.
9 Chlorinator and Chlorinator Room / Tonner Room
Designing, providing and constructing chlorinators vacuum type 2 Nos,
(1 working+ 1 stand by) with auto switchover facility and having
capacity for dosage of adequate chlorine to ensure 99.99 % coliform
reduction as per obligatory provisions and detailed specifications with
necessary provision of having chlorinator room of adequate size. The
chlorinator equipment shall include cost of chlorine cylinders/tonner
piping, valves, measuring and controlling equipment, safety devices
lifting equipment, etc. complete as per IS -10553 ( part II) 1982 The
tonner room should have minimum 3 MT capacity Hoist for loading and
unloading facility. Tonner storage should be distinctly isolated and
should be for minimum storage space as directed in the design
specification and as per gas laws 1981 and factory act shall be provided
Al other matching amenities shall be provided, Minimum 5 MT gantry
rail shall be provided for full length of tonner room at 6 m height from
leve of tonner room, with outlet chamber and treated effluent outlet
channel etc complete as per detailed specification
10 Sludge treatment
Item Quantity Description Basic Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures InWords
10.1 Sludge Thickener with equipments
Solids loading rate of 25-35 kg/m2/day, Designing, providing &
constructing watertight of sludge thickener-gravitytype (picket fence) in
RCC (M-30) with inlet & outlet pipes, central feed well, sludge it &
sludge removal arrangement, grouting wherever necessary with
walkway al around of 1.20m with GI pipe railing interconnecting CI
pipes all complete as per specifications, having bokom slope 1:6 & min.
4.5m SWD with necessary fixed bridge scraper arrangement as per
detailed specifications & necessary inlet & outlet arrangement. All other
arrangement as per detailed specifications. (One unit upto 10 MLD and
two units for more than 10 MLD). Min sludge concentration in
thickened sludge shall be 4%.
10.2 Sludge Holding Sump
Designing, providing and constructing of sludge sump and pump house
of appropriate size with pumps, ceiling height minimum 6 m over sump
for discharging sludge to centrifuge using CI pipe complete as per
detailed specification.
11 Sludge Dewatering Equipment Room with Centrifuge or belt press
or screw press or Filter Press or Combi-machine or Bag Type
Designing, providing constructing and installing including foundation
etc. Centrifuge or belt press or screw press or Filter Press or Combi-
machine or bag Type to handle the sludge flow as per specifications,
with appropriate inlet and outlet provision, sludge dewatering unit drain
etc. Complete as per specifications.
12 Sludge / filtrate Pumps
a) Capacity to pump sludge in 1 hour with 100% standby (20-25%
efficiency, "C" value to be adopted 50% than that of water to calculate
b) Filtrate from thickening and dewatenng to be conveyed only by PVC
13 Valves / gates
Inlet, outlet ,wash water inlet - only Cl DCF and minimum size of
mm as per approved make/brand.
14 All types gauges and meters required for 0 & M as per design of
specifiecl make/brand.
15 Necessary Instrumentation and control as per specifications
16 Outfall Sewer
Designing, providing and constructing appropriate outfall sewer of RCC
NP2 pipe, to discharge treated effluent from outlet chamber afte
chlorination tank to the disposal point al outlet battery limit of STP
including necessary chambers for inspection and cleaning includinc
necessary excavation, dewatering, refilling, concrete encasing/bedding
concrete steps to reach the disposal/ nallah bed level. pitching ant energy
dissipation chamber in nallah portion etc. complete up to 500 m length
RCC NP2 pipe line and including all above items.
17 By pass arrangements
RCC pipes with manholes and C.I. sluice gates (MH to be raised above
TWL of adjacent unit)
18 Piping work in CI-LA Class including Sluice valves, Reflux Valves, MS
Providing laying and jointing pipes other than those already included in
the above items for interconnection by - pass drains etc of all units
including adequate numbers of manhole chambers. The item includes
excavations, refilling and hydraulic testing of pipes, valves, gates
accessories and cost of jointing materials. The items includes required
channels with gates for interconnection of units by pass drains etc fo all
units as directed etc complete as per detailed specifications.
19 Administrative Building cum Laboratory (G+1)
Designing, providing and constructing administrative building, office
cum Laboratory including stores This shal be a bu ding having
appropriate carpet area and ground floor and at first floor complete as
per specifications including necessary excavation foundation in RCC M
200 framed structure B B masonry (11- class in C.M. 1:6) 20 mm
cement plaster in C M 1 3 inside and outside painting Aluminium door
and window with glass panels, mosaic tile flooring and skirting and all
olher allied items, fixtures fastwing electrification arrangement water
supply arrangement etc complete.
a) Ground floor to accommodate administrative office & laboratory
b) First floor to accommodate Office of the Plant In Charge, air
monitoring equ pments to measure wind direction & speed, hydrogen
sulphide concentration etc.
20 Laboratory equipments
Laboratory equipment (as per specifications), beautification, telephone
and intercom arrangement and wireless system
21 Furniture and Office Equipments, Office furniture (Make: Godrej/ or
similar approved quality) as
22 Ventilation and Safety equipments as per specifications
23 Sanitary blocks
Carpet area — 15 square meter minimum up to 25 MLD and 25 square
meter above 25 MLD (or as specified)
24 Maintenance Workshop of size as per specification
25 Air blower Building with Air Blowers
Capable of delivering adequate free air for aeration device with suitable
pressure (100% standby)
Item Quantity Description Basic Rate Unit Amount in Rs.
No. (including 1% Labour Cess)
In Figures InWords
26 MCC Room of minimum 9 m x 6 m clear inside with safety measures,
approval of various statutory/ central/ foreign authority as applicable
27 Electric installation
27.1 Both internal and external including entire plant area (as specified).
27.2 Electric installation - Sub Station Room as per specifications
28 DG room with DG sets, as per electnc load and specifications (50 °/«
energy requirement).
29 General Infrastructure Development
Scope also includes, Designing, providing and constructing general
infrastructure development such as internal roads of minimum 6 mtr
wide compound wall for STP site, internal street and building lightings,
pathways of minimum 1 m wide to access all STP units and Entrance
Gate in MS fabrication, etc. all complete as per specifications and
directed by engineering in charge
30 Internal roads & MS Board near Gate.
Asphalt road (Minimum 4.5 m) to connect all units from main gate of
31 Compound Wall as per the plant layout, long the boundary of STP site
(considenng plant layout for intermediate and ultimate build out capacity
and 33% landscaping area).
32 Green Belt (33% landscaping area) as per specification
1. Fine screens (SS 316) are of mechanically cleaned type for working
unit and manual bar screen type (SS 316) for standby unit.
2. Upto 5 MLD Capacity STP chlorination may be done by using
sodium hypochlorite solution. Above 5 MLD capacity gas chlorinator
to be provided.
3. Gravity sludge thickener is not provided upto 3 MLD capacity STP.
Sludge will be collected into sludge sump & pumped directly to sludge
dewatering system.
4. Filter press or Bag Type dewatering can be provided for STP's upto
5. Chlorinator room not provided for STP upto 3 MLD.
6. Boundary wall, gate, Internal plant roads, storm water drains, site
clearance, landscaping is considered in scope. Plant road shall be 4.5m
7. All water retaining structures are in M-30 grade of concrete.
8. Lead for excavation is considered as 500m.
9. Grade of steel used is Fe
10. Peak factor considered for design for plants 2 to 5 MLD is 2.5, 6 to
20 MLD is 2.25.
11. The rates mentioned above STP are considering sites falling in
Seismic Zone III. For sites falling in seismic zone IV and V shall
be increased by 5°/» and 8°/» respectively.
12. Structural design criteria approved by technical committee shall be
applicable for design.
13. Hydraulic design of the plant shall be considered with free fall
discharge of treated sewage to local water body (above HFL). Hydraulic
loss shall be worked out for peak flow condition and shall not
exceed 4.5m in any circumstances unless otherwise site specific
condition anc approved by technical commikee.
14. The cost of sewage pumping station and rising main is not included.
15. Makes of equipment shall be approved by GWSSB.
16. The rates includes excavation, refilling and throwing away extra
stuff as directed by the Engineer in Charge.
17. All other details shall be as per design criteria and detail
specifications.
18. Inlet pipe provide from existing chamber to proposed inlet chamber
as per requirement.
129.1 1 Capacity - 30 MLD (Intermediate stage - 2040) 221,839,430.00 Rupees Twenty Two Crore Eighteen No.
Lakh Thirty Nine Thousand Four
Hundred Twenty Nine and Paise One
129.2 1 Capacity - 10 MLD (Intermediate stage - 2040) 99,196,140.00 Rupees Nine Crore Ninety One Lakh No.
Ninety Six Thousand One Hundred
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Extra Condition Gujarati.pdf
Read Notice.pdf
Schedule-B.pdf
Special Condition of Contract.pdf
Tender Notice.pdf
Volume-I- Technical Bid for Upload.pdf
Volume-II-A_Part-I_Data Sheets.pdf
Volume-II-A_Part-II_Technical Specifications.pdf
Volume-II-B_O and M.pdf
Volume-III- Price preamble.pdf
1_Vol.IV.pdf
2_Vol.IV.pdf
3_Vol.-IV.pdf
4_Vol.-IV.pdf
5_Vol.-IV.pdf
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