BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING 60 MONTHS FOR WTP AND 24 MONTH EXCL WTP OF OPERATION AND MAINTENANCE FOR BANTWA NAGARPALIKA”

SCHEDULE - NO. Description Amount In Rupees Amount In Lacs

SCHEDULE -B1 WATER TREATMENT PLANT 3.00 MLD CAPACITY 4741457.00

SCHEDULE -B2 CLEAR WATER SUMP - 10 LL CAPACITY 3574543.00

RCC ESR 5 LAKH LITRE CAPACITY & 15 MT

SCHEDULE -B3 5856510.00

STAGGING HEIGHT

SCHEDULE -B4 RISING MAIN PIPE LINE WORK AT BANTWA. 13986385.00

SCHEDULE -B5 PUMP HOUSE 8 Mt X 8 Mt Size ABOVE SUMP 762914.00

PUMPING MACHINERY AND ELECTRIFICATION

SCHEDULE -B6 2016449.00

WORK FOR WELL TO WTP AT BUS STAND H.W.

PUMPING MACHINERY AND ELECTRIFICATION

SCHEDULE -B7 WORK FOR BANTWA SUMP TO OLD AND NEW ESR 2859656.00

AT BUS STAND H.W.

CONSTRUCTION WORK OF COMPOUND WALL AT

SCHEDULE -B8 2993572.00

Total Net Amount :- 36791486.00

C WTP OPERATION & MAINTENCE FOR 5 YEAR 4062636.00

C1 OPERATION & MAINTENCE FOR 2 YEAR 1255033.00

I/We am/are willing to carry out the work @ _______% Above / Below___________Percentage (should be writen in figures

and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION WORK, RISING MAIN,

COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING 60 MONTHS FOR WTP & 24 MONTH EXCL WTP

OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

WATER TREATMENT PLANT 3.00 MLD CAPACITY

Sr No. ITEM DESCRIPTION Quantity Unit Rate Amount

Designing (hydraulic, process, structural and aesthetic),constructing and commissioning Conventional

Water Treatment Plant consisting of all Civil, Mechanical and Electrical components of various sub- works

as given below including necessary hydraulic testing, structural testing, equipment testing, trial run for 3 1 Nos 4741456.9

months, etc. complete as directed by Engineer-in-charge (turn-key job). The design shall conform to IS /

2.1-Aeration Fountain/Cascade Aerator

2.2- Ventury Flume/Partial flume With necessary flow measuring devices/meter consisting of

mechanical/digital indicator.

2.3-Flash Mixer: Rapid mixing device design conforming to IS : 7090 of 1985.Detenion time 60second,

velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design.

2.4-Flocculator: Design conforming to IS : 7208 – 1974 (Type-C) ,Detention period 30miutes with

flocculator paddles with gear and motor assembly as per design .

2.5-Clarifier: Circular tank with horizontal flow pattern, detention period 2.5 hours, overflow rate 30 cubic

meter per square meter per day (to be specified), Weir loading not more than 300 cubic meter per meter per

day, with mechanical sludge scraper conforming to IS : 10313 – 1982 and bridge of standard make as per

design with gear and motor assemblies.

2.6: Rapid Sand Filters and Filter House : Filter designed for filtration rate of 6,000 litres per square meter

per hour, minimum 2 beds for plants up to 10 MLD, for larger plants as specified, pipe gallery and platform

minimum 5.5 meter in width.

A) Filter Media: Effective size of filter sand 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor

less than 1.3, depth of filter 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel conforming

to IS : 8491 (i) – 77, backwash by air wash(if specified) and hard wash by water, standard appurtenances (to

be specified), rate of flow controller, filter gauge, sand expansion gauge, etc

b) Wash Water Tank :Wash water tanks of capacity equal to 2% of designed quantity of filtered water in a

day (+) 10% with 8 to 10 m head (as specified) Wash water tank shall be constructed on RCC column/slabs

c) Wash Water Pumps : Capacity to fill water tank in 1 hour with 100% standby.

d) Air Blowers Capable of delivering 600 LMP per square meter of free air, of filter area with pressure@

0.4 kg/square cm at the under drains (100% standby).

e) Valves/gates Inlet, outlet, wash water inlet –outlet and all types and sizes of valves/ gates as per design.

(MOC of gate shall be CI)

f) Gauges/meters All types gauges and meters required for filter operations and backwashing etc. as per

2.7Chemical House in Two Stories (floor wise area as specified) RCC framed structure with brick masonry

infill walls .ground floor and first flour area as per data/specifications shall be provided. Minimum clear

head room for doors, passages, galleries etc. shall be 2.10 m. It shall be 2.40 m in case of Alum dosing

tank. Ground floor to accommodate 90 days alum requirements and

a) Sundry storage

b) First floor to accommodate alum and lime tanks, etc

c) Solution Tanks

Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving

8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level

indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head

device, strength of solution up to 10% only) conforming to IS : 9222 Part – 1/1979.

Chemical house, laboratory & administrative building with areas as per detail

------Areas of the Chemical House

(A) Ground floor

Alum Store --Capacity of No.Details the plant upto 500 m³/hr

Toilet block-9,

control panel area-

chlorination room-

chlorine tonner store (5 m height) -30,

total area of ground floor =

(B) First floor -

Alum Store --as per calculations + conveyance space

total area of first floor =

...... total area of ground floor & first floor =127

Note : Space for pipe gallery, platform for valve operation etc. are included in filter house and hence

removed from the areas of chemical house given under 15 of the tender

2.8 Store House (area as specified) Suitable for alum storage of three months requirement in monsoon with

10% extra capacity for other sundry articles.

2.9 Vacuum feed type Chlorinators – make to be specified and approved

a) conforming to IS : 10533 – A Part – 2/1983.

b) Rate of withdrawal shall be as per clause 6.1 Table-1 confirming to IS 10553 (2)-1983

c) Chlorinator equipment and container room to confirm to IS: 10533 Part – 1/1983.

d) 100% standby shall be provided.

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION WORK, RISING MAIN,

COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING 60 MONTHS FOR WTP & 24 MONTH EXCL WTP

OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

WATER TREATMENT PLANT 3.00 MLD CAPACITY

Sr No. ITEM DESCRIPTION Quantity Unit Rate Amount

2.10 By pass arrangements – for Inlet to CCT, Clarifloculator to Filter bed through channel & Filter feed

channel to CCT - C.I. or M.S. pipes( as specified ) of size as per design Drainage arrangements – RCC

pipes up to plot boundary (as specified ) diameter as per design. (Backwash drain with RCC pipe to plant

boundery Or to recirculation sump), (Clarifloculator sludge removing drain with RCC pipe)

2.11 Electric installation. Both internal and external including entire plant area (as specified).

2.12 Laboratory equipments As per requirement (to be specified during tendering).

2.13 Sanitary blocks. Sanitary Block Area – 15 square meter minimum up to 25 MLD and 25 square meter

above 25 MLD (or as specified).

2.14 Administrative block and internal roads. To accommodate office room, chlorine room, laboratory

room, panel board room, blower room etc. and asphalt road to connect all units from main gate of plot.

2.15 Dewatering during entire work using any technique.

Designing (hydraulic, process, structural and aesthetic),constructing and commissioning Conventional

Water Treatment Plant consisting of all Civil, Mechanical and Electrical components of various sub- works

as given below including necessary hydraulic testing, structural testing, equipment testing, trial run for

months, etc. complete as directed by Engineer-in-charge (turn-key job). The design shall conform to IS /

2.1-Aeration Fountain/Cascade Aerator

2.2- Ventury Flume/Partial flume With necessary flow measuring devices/meter consisting of

mechanical/digital indicator.

2.3-Flash Mixer: Rapid mixing device design conforming to IS : 7090 of 1985.Detenion time 60second,

velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design.

2.4-Flocculator: Design conforming to IS : 7208 – 1974 (Type-C) ,Detention period 30miutes with

flocculator paddles with gear and motor assembly as per design .

2.5-Clarifier: Circular tank with horizontal flow pattern, detention period 2.5 hours, overflow rate 30 cubic

meter per square meter per day (to be specified), Weir loading not more than 300 cubic meter per meter per

day, with mechanical sludge scraper conforming to IS : 10313 – 1982 and bridge of standard make as per

design with gear and motor assemblies.

2.6: Rapid Sand Filters and Filter House : Filter designed for filtration rate of 6,000 litres per square meter

per hour, minimum 2 beds for plants up to 10 MLD, for larger plants as specified, pipe gallery and platform

minimum 5.5 meter in width.

A) Filter Media: Effective size of filter sand 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor

less than 1.3, depth of filter 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel conforming

to IS : 8491 (i) – 77, backwash by air wash(if specified) and hard wash by water, standard appurtenances (to

be specified), rate of flow controller, filter gauge, sand expansion gauge, etc

b) Wash Water Tank :Wash water tanks of capacity equal to 2% of designed quantity of filtered water in a

day (+) 10% with 8 to 10 m head (as specified) Wash water tank shall be constructed on RCC column/slabs

c) Wash Water Pumps : Capacity to fill water tank in 1 hour with 100% standby.

d) Air Blowers Capable of delivering 600 LMP per square meter of free air, of filter area with pressure@

0.4 kg/square cm at the under drains (100% standby).

e) Valves/gates Inlet, outlet, wash water inlet –outlet and all types and sizes of valves/ gates as per design.

(MOC of gate shall be CI)

f) Gauges/meters All types gauges and meters required for filter operations and backwashing etc. as per

2.7Chemical House in Two Stories (floor wise area as specified) RCC framed structure with brick masonry

infill walls .ground floor and first flour area as per data/specifications shall be provided. Minimum clear

head room for doors, passages, galleries etc. shall be 2.10 m. It shall be 2.40 m in case of Alum dosing

tank. Ground floor to accommodate 90 days alum requirements and

a) Sundry storage

b) First floor to accommodate alum and lime tanks, etc

c) Solution Tanks

Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving

8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level

indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head

device, strength of solution up to 10% only) conforming to IS : 9222 Part – 1/1979.

Chemical house, laboratory & administrative building with areas as per detail

------Areas of the Chemical House

(A) Ground floor

Alum Store --Capacity of No.Details the plant upto 500 m³/hr

Toilet block-9,

control panel area-

chlorination room-

chlorine tonner store (5 m height) -30,

total area of ground floor =

(B) First floor -

Alum Store --as per calculations + conveyance space

total area of first floor =

...... total area of ground floor & first floor =127

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION WORK, RISING MAIN,

COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING 60 MONTHS FOR WTP & 24 MONTH EXCL WTP

OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

WATER TREATMENT PLANT 3.00 MLD CAPACITY

Sr No. ITEM DESCRIPTION Quantity Unit Rate Amount

Note : Space for pipe gallery, platform for valve operation etc. are included in filter house and hence

removed from the areas of chemical house given under 15 of the tender

2.8 Store House (area as specified) Suitable for alum storage of three months requirement in monsoon with

10% extra capacity for other sundry articles.

2.9 Vacuum feed type Chlorinators – make to be specified and approved

a) conforming to IS : 10533 – A Part – 2/1983.

b) Rate of withdrawal shall be as per clause 6.1 Table-1 confirming to IS 10553 (2)-1983

c) Chlorinator equipment and container room to confirm to IS: 10533 Part – 1/1983.

d) 100% standby shall be provided.

2.10 By pass arrangements – for Inlet to CCT, Clarifloculator to Filter bed through channel & Filter feed

channel to CCT - C.I. or M.S. pipes( as specified ) of size as per design Drainage arrangements – RCC

pipes up to plot boundary (as specified ) diameter as per design. (Backwash drain with RCC pipe to plant

boundery Or to recirculation sump), (Clarifloculator sludge removing drain with RCC pipe)

2.11 Electric installation. Both internal and external including entire plant area (as specified).

2.12 Laboratory equipments As per requirement (to be specified during tendering).

2.13 Sanitary blocks. Sanitary Block Area – 15 square meter minimum up to 25 MLD and 25 square meter

above 25 MLD (or as specified).

2.14 Administrative block and internal roads. To accommodate office room, chlorine room, laboratory

room, panel board room, blower room etc. and asphalt road to connect all units from main gate of plot.

2.15 Dewatering during entire work using any technique.

(2.16) Necessary Instrumentation and control as per specifications (for ≥ 10 MLD WTP).The plant shall be

provided with required instrumentation equipment for measurement & control functions, indicated below as

a minimum, but not limited to the following:

(A) Rate of Flow (ROF) Measurement at WTP Inlet Parshall Flume and at each Filter Bed Outlet. Flow

Meter shall be Ultrasonic type with remote display to indicate level and corresponding/ proportionate Flow

values on field.

(B)Torque switch at Clariflocculator for alarm of Overload and Trip function of Clariflocculator

(C) Loss of Head (LOH) Measurement across each Filters. LOH Meter shall be Ultrasonic type with remote

display to indicate level values and Head Difference on field.

(D) Level measurement at each Sump/ Tank/ ESR. Level Indicator shall be Float & board type to indicate

level values on field. Level switch shall be Displacer/Float type with Low & High set point to start/ stop

respective pumps

(E) Float & Horizontal Scale type level gauge at Chemical dosing tanks to indicate level values on field

(F) Pressure Gauges at each pump/ blower delivery line and at common header

(G) Constant Head Flow Measurement at Alum dosing tanks with Float operated flow meter.

(H) All alarm/indications shall be provided in instrument chamber of MCC.

(I) pH indicator cum Transmitter (Online Analyzer) to measure, display & transmit pH Value of Raw Water

(Location: WTP Inlet Parshall Flume) and Clear Water (Location: CCT Outlet)

(J) Turbidity Indicator cum Transmitter (Online Analyzer) to measure, display & transmit Turbidity Value

of Raw Water (Location: WTP Inlet Parshall Flume), settled water (Location: Clariflocculator outlet) and

Clear Water (Location: CCT Outlet)

(K) Chlorine Indicator cum Transmitter (Online Analyzer) to measure, display & transmit Residual Chlorine

Value of clear water (Location: CCT Outlet) and Chlorine Leak Detector at Chlorination Room.

(L) Sampling Pump for Sampling to Laboratory at Raw Water Channel, At Inlet to Filter & Outlet to Filter

(M)PLC based control panel with SCADA system shall be provided in central control room of treatment

plant for monitoring, control, recording, and logging etc. Necessary alarms, status signals along with the

measurements of process parameters etc. shall be displayed in SCADA System.

(N) Additional instruments & control equipments if any for safe, reliable & efficient operation of treatment

(3.0) Following conditions shall form a part and parcel of the tender

(3.1) Filter house tiles should be glazed vitrified mat finish and tile on wall up to window sill. Around valve

area granite flooring to be provided.

(3.2) All channels should be with inside china mosaic/epoxy coated.

(3.3) All railing should be SS railing (SS 304) as per latest IS standard

(3.4) External paint should be of weather proof coating with primer and 3 coat paint

(3.5)Opening of window & door should be framed with granite. All platform for kitchen/laboratory shall be

of granite and fixed in sandwich with bottom of kota/white marble. All Window shall be of Anodised

Aluminum section (1.2mm section) with wired glasses, also provided with grill / jaali/aluminium weldmesh

to prevent birds entry. Doors shall be of anodised aluminum section(1.2mm guage of ection) partial glazed

and partial panel with 4mm backelite sheet. Main entry door should be 2.0meter wide with 3.0mtr entry

(3.6) Roof top of all unit of the WTP is approchable through staircase. All staircase of entire WTP should

be RCC only.(No MS ladder or No MS Staircase)

(3.7) Bathroom should have shower facility.

(3.8) Chlorination neutralized pits(Lime pit) shall be made and mock drill practice for leakage neutralization

to be carried out while commissioning

(3.9) Fire safety equipment with Safety kit.

(3.10) At chlorination room safety mask and hand gloves, gum boots etc. should be available.

(3.11) All vehicle access roads shall be of RCC and balance of Paver block type

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION WORK, RISING MAIN,

COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING 60 MONTHS FOR WTP & 24 MONTH EXCL WTP

OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

WATER TREATMENT PLANT 3.00 MLD CAPACITY

Sr No. ITEM DESCRIPTION Quantity Unit Rate Amount

(3.12) Proper arrangement shall be made for storage of PAC solution and Alum with arrangment of vertical

lifting of platform through guide rails operated by motors.

(3.13) Proper sludge disposal arrangement shall be made with sludge drying beds

(3.14)All building terrace shall be finished with high quality water proofing like china mosaic flooring with

proper slope and drainage for rain water

(3.15) Minimum plinth height of filter house shall be 0.6 m. Also outlet channel RL shall be at plinth level

(3.16) Clear walkway excluding column and valve operating valves shall be 1 meter.

(3.17) Air blower shall be placed on ground floor

(3.18) Pipe gallery shall be embedded in flooring

(3.19)inlet pipe from flash-mixture to Clc:riflocculator shall be epoxy coated.

(3.20) Flooring of Loading area like tanner/alum store etc. shall be of Polished Kola stone flooring and

open/other space shall be of paver block pitching

(1 )Conditions from Sr. No. 2 to 2.16 & 3 1 to 3.20 shall from a part and parcel of the tender and must be

incorporated in draft tender papers of conventional treatment plants

(2) Aerator must be provided.

(3) Hydraulic design criteria approved by Technical committee shall be referred and item description shall

be modified accordingly

(4) Structural design criteria approved by technical committee shall be applicable for design.

(5) Design flow shall be specified in M'3/hour in data sheet considering 22 hours WTP run time in a day to

treat requirement water quantity of a day( i.e. 24 hours) of population to be served with design rate of water

supply. No separate overloading provision shall be kept in any tender clause .

(6) All other details shall be as per design criteria and detail specifications.

(7) The following rates are for sites falling in seismic zone Ill for sites falling in zone IV and V rates shall

be increased 5% and 8 % respectively

(8) The rates includes excavation ,refilling and throwing away extra stuff at all lead.

(9) The following rates are for prelimilary or rapid estimate of

WTP - 3.0 Mld Water Treatment Plant

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK

INCLUDING 60 MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA

CLEAR WATER SUMP - 10 LL CAPACITY

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Preparing structural design of RCC Under Ground / Partially under ground /

above high ground level Reservoir of required capacity as per relevant I.S.s and

constructing the same, including excavation in all types of soil strata (including

rock) including shoring strutting if required, for loose soil / to protect from

collapse due to near by traffic load, casting 100 mm thick P.C.C. leveling course

in M-15, Refilling the pit with proper soil and disposing of the surplus stuff at

all lead. Including cement plaster in CM 1:2 With approved water proofing

compound to all over inside containe (i.r walls. base, top slab/dome bottom, etc,

all) Including all types of labour and material charges of lowering, laying,

erecting / hosting and jointing of pipe assembly to inlet, outlet overflow,

washout and bye pass arrangement as per hydraulic design. Providing and fixing

accessories like MS / GI Ladder, CI Manhole frame and cover, water level

indicator, adequate cowl type ventilators or lantern type ventilator with stainless

steel jail. RCC chambers for valves. Providing and applying three coats of

cement paint / snowcem to the out side face of structure. It also includes

satisfactory water tightness test as per relevant I.S. code and painting name of

scheme and capacity on the tank as per direction of engineer in charge. List of

Indian Standards for Design of GSR / SUMP:- The structural design of GSR

shall be in accordance with provisions relevant I.Ss.

(1) I.S. 3370, Part – 1 & 2 2009 or latest revised.

(1.01) I.S. 3370, Part – 3 &4 1965 or latest revised.

(2) I.S. 456 – 2000 or latest revised.

(3) I.S. 1893 – 2000 – 1984 or latest revised.

(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender. If water

depth is not specified the suitable water depth / acceptable to field engineer in

accordance with hydraulic (2) Shape of container (in plan) specified by in data

shall be adopted in absence circular shape shall be adopted. (3) Size shall be

fixed as per availability of space (land area) at site / acceptable engineer in

charge. (4) Effect of overlapping of pressure bulbs on soil due near by structure

and proposed sump should be considered. (5) Care shall be taken that no

damage should occur to nearby existing structure. Compensation shall be paid

for the same by agency. (6) The minimum concrete grade for RCC shall be M-

30. (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 /

1139 shall be considered in design. CRS / TMT bars shall be provided. In saline

atmosphere corrosion resistance stainless steel / HCR rebar shall be provided.

Any other steel can be used with approval of C.E./ in situation of non

availability in market without extra cost.

(8) Minimum size (or thickness) of various components shall be provided as per

tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B.

Minimum dimensions specified for various components in tender data /

1.00 specifications shall be provided without fail. (9) The safe bearing capacity 1.00 NO. 3574542.70

(SBC) shall be referred from SBC test report. In absence of report it shall be

referred from data sheet. If poor soil is found / water table is met with during

excavation SBC shall be scientifically ascertained and design shall be revise. No

extra shall be paid for increase in quantity. (10) DI pipes and special shall only

be used if type is not specified in tender. (11) The rate shall include cost of

dewatering during excavation making all arrangement when water table meets

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK

INCLUDING 60 MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA

CLEAR WATER SUMP - 10 LL CAPACITY

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

(12) The structure shall be designed properly to resist uplift due to ground

water table specified in data or actual ground water table meets with during

excavation. No extra shall be paid. If GWT / Uplift is mentioned in tender and

during excavation it dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided when sump is more than 2 meter above

(14A) RCC staircase /RCC stepsd should be provided from GL to sump top slab

based on the height of the GSR above/below the ground

(14.b) RCC stair case with SS railing to be provided inside reservoir container

BB masonry stair cabin with MS safety door having locking arrangement to be

provided for GSR, Sump and HGLR of capacity more than 7.5 lakhs litre with

top slab if dome is constructed as top slab then provide minimum opening of

900mm x 1200mm with curbing and SS railing around

(15) Appearance of structure should be aesthetically good looking acceptable to

(16) Any charge in size, shape, depth below GL, height above GL, water depth,

F.B., size of member etc can be permitted in exceptional case due to site

condition or hydraulic design requirement by C.E. No extra shall be paid for

(17) Any charge in data, dimensions, shape, water depth, reduction in size if

permitted by competent authority and if it reduces quantity then payment shall

be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh liters two or suitable

compartments acceptable to executive engineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for

designing the structure and he / she shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete, reinforcement and plastering

items of container until satisfactory hydraulic testing for water tightness is

performed as per tender condition. Till the work shall be treated as incomplete

..... Above conditions / general specifications Sr. No. 1 to 20 are part and parcel

of tender (contact) and prevail over other provisions in tender

As above Rectangle sump with water table (Sub soil water level above

foundation), Capacity of Sump ---10 LL Litre at BUS STAND HW

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

RCC ESR 5 LAKH LITRE CAPACITY & 15 MT STAGGING HEIGHT

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Designing structurally (and aesthetically) complying provisions of relevant Indian

standards and constructing RCC Elevated service Reservoir of the following capacity

and height , using latest soil investigation report of proposed site , Seismic zone,

Wind speed Zone. Including (1) Container shape any suitable type(or as specified),

(2) Staging consisting of column brace trestle / shaft / combination column brace

trestle and shaft as appropriate(or as specified) and (3) Appropriate foundation

system. This includes excavation in all types of soil strata(including hard rock ),

casting100 mm thick P.C.C. levelling course in M-10 , Refilling the pit with proper

soil and disposing of the surplus stuff at all required lead. (4) This will also include

cement plaster in CM 1:2 with approved water proofing compound to inside face of

container (i.e. walls, base, top slab/dome bottom etc. all). (5) All types of labour &

material charges of lowering , laying, erecting / hoisting & joining of pipe assembly of

Inlet, Outlet overflow, washout and bye pass arrangement as per hydraulic design are

including. (6) Providing and fixing of any accessories (specified) CI Manhole frame

and covers, water level indicator , lightening conductor, GI Pipe railing around walk

way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type

ventilators or lantern type ventilator with stainless steel jali. (7) Scope of work

includes constructing RCC spiral staircase with adequate tie beams ,staircase footing

,RCC chambers for valves. ventilating shaft and ventilators as well as door in shaft

SS grating to be provided to outlet pipe (inside container) for safety(8) including

providing and applying three coats of cement paint/snowcem (as specified) to the

whole structure. (9) It also includes satisfactory water tightness test as per relevant

I.S. Code and painting name of scheme & capacity on the tank as per direction of

engineer in charge.List of Indian Standards for design of ESR:Note: The structural

design of ESR shall be in accordance with provisions of relevant Indian Standards.(1)

I.S. 3370 part I & II 2009 or its latest revised (1.1) I.S. 3370 part III & IV 1965 or

latest revised(2) IS 456-2000 or latest revised(3) IS 11682- 1985 or latest revised(4)

IS 1893-2002 part I to V or latest revised(5) IS 13920-1993, or latest revised(6) IS

875 part I to III,1987 or latest revised(7) IS 11089- 1987 or latest revised.General

specifications:(1) The Min. concrete grade for RCC shall be M :30. Proportion of

concrete ingredients shall be as per Mix design using weigh batching . (2) HYSD( Fe

415)or higher grade reinforcing bars confirming to IS 1786/1139 or CRS /TMT bars

shall be used as per detailed specification. (3) In case of column –brace trestle type

staging having more than 6 columns internal horizontal bracing is obligatory. One

bracing shall be at foundation level in case of Individual footings . (4) Min. size/

thickness of various components shall be provided as per design criteria/specifications

1.00 ( or as per std. practice ) capacity of the ESR shall be considered excluding free 1.00 NO. 5856510.17

board. '(5) Minimum dimensions specified for various components in tender data

/specifications shall be provided. (6) The Safe bearing capacity (SBC) /allowable

pressure on soil shall be referred from latest SBC test report or tender datasheet.

during execution If poor soil strata or ground water table is encountered, the SBC

shall have to be ascertained and the design should be revised accordingly.

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

RCC ESR 5 LAKH LITRE CAPACITY & 15 MT STAGGING HEIGHT

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

(7) Maximum spacing between horizontal bracings shall be 5 m(storey height). (8)

The BB Masonry cabin with MS door shall be constructed when spiral staircase is

outside the staging. (9) RCC Staircase/M.S. ladder shall be provided and fixed for

access to roof when height of roof from G.L. is up to 10 m. For ESR having more than

10 m height proper RCC staircase or suitable RCC spiral staircase shall be

constructed. railing should be provided through out the staircase and around the top

ring beam. (10) For ESR-having staging height more than 15 m the spiral staircase

shall be provided inside the staging with effective tie beams in more than one

direction. (11) Water level indictor shall be provided and fixed float type /electronic

(as specified ). (12) The rate shall include providing and fixing pipes, specials, and

valves required for inlet, outlet , wash out, over flow and bye pass arrangement. The

scope of work includes constructing supporting RC pillars, erecting, laying ,fixing and

joining pipes and specials etc up to 5m length from face of staging (outer most

column). (13) DI pipes & specials shall only be used . (14) The rate shall include cost

of dewatering during execution making all arrangement and any dewatering

technique. (15) The structure shall be designed properly for uplift due to Ground

water table specified in data or GWT met with during execution. No extra payment

shall be paid for the same. (16) Effective curing shall be carried out as per

specifications. (17) Agency shall engage qualified (at least graduate)consulting

engineer for designing the structure and he/she shall visit the site for guidance of

work at all levels . (18) 75 % part rate shall be payable for Concrete, Reinforcement

and Plastering items of container until satisfactory hydraulic testing for water

tightness is performed or as per tender condition . Till then the work shall be treated

as incomplete.Above conditions / general specifications Sr. No. 1 to 18 are part

&parcel of tender(contract)for S.B.C.10 ----for Seismic zone - III ----Capacity of ESRs

(shell type container like cylindrical,conical, intze folded plates & its combination)

05.00 LAC LTR ESR 15.00 MT height at SUB HEADWORK BUS STAND.

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

RISING MAIN PIPE LINE WORK AT BANTWA.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Providing and supplying D. I. pipes for following nominal bore diameter with internal

cement mortar lining including all taxes, insurance, transportation, freight charges,

1.00 octroi, inspection charges, loading, unloading, conveyance to departmental stores, 3311.00 RMT. 2466.00

stacking etc. complete. (IS 8329-2000). Note- 989 Rmt Pipe Supplied from

250 MM DIA DIK-7

D.I.Specials :- Manufacture, Supply & 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:8329/1994delivery of

2.00 specials is to be made to GWSSB store or site of works any where in Gujarat 3600.00 K.G. 148.00

including all taxes, liading, unloading, carting, stacking, insurance, inspection

charges, octroi etc. complete. With external bitumen & zink coating & internal

cement mortar lining Socket & Spigot 80 To 300 mm dia

Providing and Supplying ISI Mark CI D/F Sluice ValveS as per IS:148469( Latest

Edition ) Of Following Class and Diameter Including all Taxes, Insurance,

3.00 Transportation, Freight Charges, Octroi, Inspection Charges , Loading, unloading , 10.00 NO 2652.00

Conveyence To Departmental Stoares Stacking Etc Complete. PN1 WITH HAND

WHEEL / CAP OPERATED ( PD TYPE SHORT BODY )

Providing and supplying ISI mark CI Air valves Approved Make & Quality Of

Following Class and diameter including all taxes, insurance, transportation, freight

4.00 charges, octroi, inspection charges, loading, unloading, conveyance to departmental 10.00 NO 3660.00

stores, stacking etc. complete.

Air Valves Double Acting DS

Excavation for pipe line trenches For watersupply, Sewerage line, Manhole etc. all

with shoring and struting if required gradient and line including safety provisions

5.00 using site rails and stacking excavated stuff including up to all required lead cleaning 2128.50 CUM. 102.35

the site etc complete for all lifts and strata as specified- 'Upto 1.5 mt depth

---In all sorts of soil and soft murrum

5.01 ---- As Above ---- In Hard murrum 2128.50 CUM. 155.25

5.02 ----- As Above ----- In Soft Rock 1419.00 CUM. 187.45

5.03 ----- As Above ----- In Hard Rock 1419.00 CUM. 427.80

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints /

Mortarlined D. I. Pipes of various classes with CI / MS specials of following

6.00 diameters in proper position, grade and alignment as directed by Engineer-in-charge 4300.00 RMT 146.05

including hydrulic testing etc comp. Note- 989 Rmt pipe to be supplied from

250 MM DIA DIK-7

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves including cost of all labour, jointing material,

7.00 including nut bolts and giving satisfactory hydraulic testing, etc. complete (Rate for 10.00 NO 460.00

all calss of valves) FOR SLUICE VALVE

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

RISING MAIN PIPE LINE WORK AT BANTWA.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves including cost of all labour, jointing material,

8.00 including nut bolts and giving satisfactory hydraulic testing, etc. complete (Rate for 10.00 NO 472.65

all calss of valves) FOR AIR VALVE

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of

surplus stuff as directed within a radius of 3 km.

Providing bedding incl. ramming, watering, Levelling , Consolidating etc. Complete

10.00 as per Standard and Instruction Of Engineer In Charge -As Above with 473.00 CUM. 69.00

selected excavated earth available near site

Erection of Airvalve Riser By Installing New MS Pipe of 6 mm Thick and 3.2 Mt

Length With Necessary Fitting Such as Flange Of Appropriate Size , Nut Bolts and

11.00 Embeded the Pipe in RCC M:15 With offset of 10 cm Around Pipe With Necessary 10.00 NO 5002.50

Steel Etc complete.

Drilling of 500mm dia Horizonlal borehole ror watermain pipeline crossing under the

road incl in all strata with requried length inci fixing of 400mm dia M.S/RCC casing

12.00 pipe wtlh pusing etc complete vanous size or pipe for 193.7 to 244.5mm dia 3.00 RMT. 412607.35

watermain (For 45 mt Length) Without Watermain & With MS Casing Pipe -

Thick : 06 ( 250 mm Dia Proposed HW )

Construction of valves chambers in brick or bela stone masonary, locally available in

C. M. 1:6.Foundation concrete 150 mm thick in C. C. 1:4:8 of trap metal size 25 mm

to 40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C.

M. 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts,

13.00 each with handles or MS Bar etc. complete as give size) Upto 1 Mt. depth from G. L. 40.00 NO 13053.65

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 Masonary wall In C.M.1:6 - Size 1.30 m x 1.30 m and 1.0 m deep - With

Precast Slab in Two Parts 15 mm

CC Encasing 100 for Pipe (At Nalah)

Providing CC M:100 for encasing pipes using trap metal size 12 mm to 50 mm incl

form curing consolidation etc. complete for various location on pipe line

using trap metal 20 mm nominal size

Demolishing Exisitng Structure at Main Headwork Site for Constructing New ESR,

15.00 Demolition including stacking of serviceable of materials and disposal of 71.10 CUM. 1082.35

unserviceable materilas with all lead and lift.

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION WORK,

RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING 60 MONTHS FOR

WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMP HOUSE 8 Mt X 8 Mt Size ABOVE SUMP

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Designing (aestherically), and Constructing RCC Frame structure of pump room over UGS with

positive suction /Negative Suction

With Gantry Structure (Min.height4.5mt) Up To 6.00 M (Plinth Level To Top Slab Beam

1.Minimum 15% opening for ventilation Should be Provided

2. Pump room Rolling shutter , door and windows of aluminium section and window grill of iron

should be provided(Includedincost)

3.Plinth level of pump house Should Be Min 1 Meter above GL.

4.Cost does not Include Foundation For pumping Machinery

Pump room - 8 m X 8 m, up to 4.5 m height Above Clear water Sump

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR WELL TO WTP AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

SUBMERGED CENTRIFUGAL PUMPSETS:

Providing submerged centrifugal pump sets (water immersed, dry air filled, class "F"

insulated TEWC motor integrally mounted on volute casing pump sets for water duty,

3-phase, 50 ± 3% Hz, 415 ± 10% V along with suitable foundation / installation

device with cable length from pumps to panels & of following Material of

1.00 Construction: 2.00 NOS 558443.00

Impeller: CF8M, Casing: C.I. FG 260, Wearing Ring: SS, TC mechanical seal, CS/SS

bearing, SS shaft with sleeve, SS strainer & MS motor body.

DISCHARGE - 120 m3/Hr

Pump Kw - 45 Kw

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest

2.00 Edition) of following class and diameter including all taxes, insurance, transportation, 2.00 NOS 10555.00

freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.( PN-1.0)

Size; 200 mm NB-Manually operated - On each Pump Delivery Line

2.01 Size; 250 mm NB- Manually operated - On Header Line 1.00 NOS 16866.00

Supply, installation, testing and commissioning of double flanged CI Dual Plate Check

Valve conforming to API 594 Class 300 with CS dual door, hinge pin & stop pin of

3.00 SS 410 , springs of AISI 304 and seat of SS 304 , along with all required accessories, 2.00 NOS 16671.00

gaskets and hardwares,etc. and as per specification. (on Each Pump)

Size; 200 mm NB - On each Pump Delivery Line

3.01 Size; 250 mm NB- Manually operated - On Header Line 1.00 NOS 27705.00

EXPANSION BELLOWS:

Supply, installation, testing and commissioning of flanged metallic S.S.

4.00 expansion bellows confirming to EJMA standard with PN 1.0 rating & all necessary 2.00 NOS 6216.00

carbon steel hardware’s as per data sheet.

Size; 200 mm NB - On each Pump Delivery Line

4.01 Size; 250 mm NB- Manually operated - On each Pump 1.00 NOS 7745.00

M.S. PIPE & SPECIAL:

Supply, Gas Cutting of pipe, Fabrication, Welding, Installation, testing and

5.00 commissionning of MS pipe & Specials, reducer, expander, bend, Y-Joints, TEE etc. 24.00 Mtr 2850.00

confirming to IS 3589 & Flanges necessary supports & anchoring, pipe fabricated

from MS plate (Excluding supply of flanges)

'M.S. pipe 219.1 NB X 6.3 mm min Thick (Delivery Side)

5.01 M.S. pipe 273 NB X 5 mm min Thick (Header Side) 6.00 Mtr 2884.00

Supply, welding, installation, testing & commissioning of MS Flat machined faced

flanges confirming to IS 6392 & drilled as per IS - 1538 with drilling off bolt holes

and flages thickness as per PN 1.0 including cutting & welding

Size - 200 NB drilled (SCF Pump)

6.01 Size - 250 NB drilled (SCF Pump) 8.00 NOS 2058.00

Providing, Supply of Structure Steel at site of work with freight, loading, unloading

carting, etc. including all taxes and duties complete such as joints, channels, angles,

7.00 MS guidder, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (above 1000.00 Kg 72.92

10mm thickness) for cable trench etc. required for support structure of all Electro-

mechanical equipment, piping, etc. for support on floor / wall / beam / brackets etc. as

per tender and IS.

Labour Charges for lowering, laying, Fixing with fabrication various size section of

MS such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates,

8.00 Chequered plates, for cable trench etc Complete with two coats of red oxide and two 1000.00 Kg 11.37

coats of approved colour shade of epoxy paint as per relevant IS and as per

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR WELL TO WTP AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

MONORAIL EOT WITH ELECTRIC CHAIN HOIST

SITC of Electrically Operated Chain Hoist & Electrically operated Trolley, suitable to

operate on Mono Rail Girder having motorised motion in vertical lifting & cross

travel, manufactured as per IS:6547-1972-Class-II & IS-3177- Class-II, complete with

electrically operated chain hoist & Electically operated geared trolley, brake, chain-

gear, motors, safety device, pendant push button, starter panel, cables from motor to

starter panel and all other required accessories like limit switches, panel, power supply

system (Fastoon cable type), fasteners, epoxy painting, etc. tested for over load as per

9.00 IS complete as per specifications and complete in all respect. 1.00 No 355005.00

Capacity : 3 Ton. Min. (Above ex. Sump for lowering/ lifting of subm. pumps)

'Lift : 10.00 m as mini. or as per site req.

Bay Length : 10.5 m min. or as per site req.

(w/o MONORAIL GIRDER & MS supporting structure)

Note: Minimum as specified capacity or higher as per requirement such that ECH

capacity is min.1.25 times of the pump set OR single heaviest component to be lifted

within pump house.

Supply, installation, testing and commissioning of remote type Full Bore

Electromagnetic flow meter comprising of IP-68 Sensor, IP-65/66 remote transmitter

with 10m cable between sensor and transmitter with RS-485,Panel mounted flow

10.00 indicator cum Totalizer along with all mounting accessories, hardware, etc. complete 1.00 Nos 117201.00

in all respect and as per specs and shall have following size and measurement range.

The scope also includes necessary connection with header pipe Meter Size : 250 mm

(At Pump Delivery Header of SCF Pump) Pipe Material : C.I. / M.S.

Providing, Erection And Connection Approved make Triple Pole Metal Clad Switch

Fuse Unit 415/500 V. with HRC fuse of suitable load and neutral link confirming to

Rating - 100 Amp

Auto transformer starter suitable for local & remote pump control application

Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%,

12.00 and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II 1.00 No 46238.00

coordination including digital MFM with RS 485 communication port, analogue type

ammeter with selector switch, run hour meter, required protective relays & control

Control Panel - 60 HP

Supply, laying, testing & commissioning 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

13.00 / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing or floor 50.00 Mtr 165.00

as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of

following sizes:

Size - 3.5 C x 35 Sq mm (GEB Meter to SFU To Control Panel)

Supplying and erecting heavy duty flange type brass Double Compress cable glands

with rubber ring for suitable size PVC aromoured cable complete with out going

tails,insulating tape etc.for following size of cables.

Size - 3.5C X 35 Sq mm

Supplying and erecting crimping type aluminium lugs conforming to IS suitable for

cable as per below evenly crimped with high pressure tool and connected to switch

gear terminal with brass/cadmium plates nuts bolts in an appoved manner.

Size: - 35 Sq mm

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR WELL TO WTP AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

SITC of Main & Outlet points wiring with 1.1KV Grade FRLS PVC insulated ISI

marked flexible stranded copper conductor wires with medium class min. 25mm dia.

Rigid PVC Pipe and accessories to be erected conceled in/to be run on surface /wall/

ceiling with following sizes as mentioned below. The unit rate wiring shall be with

16.00 connector, PVC junction box, wire holder, ceiling rose, Angle holder, switch, 30.00 Mtr 82.00

switchboard brass chromium/cadmium plated machine screws, phase and neutral

wires, green earth continuity wires etc. as required to complete wiring from LDB

panel to the final outlet termination points. The wiring shall be as per IS :732, Is :

4648 and as per tender specification / IS

(A) With medium class Rigid PVC pipe and accessories

Point wiring for 5/15A independent PLUG with following size mains earthwire of

sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand

copper wires, in following type of pipe to be erected concealed in /flushed on

wall/ceiling , complete with ISI marked 3 / 5 Pin socket and tissino type switch

17.00 erected with earth continuity connection erected on Metal / PVC box covered with 3 3.00 Nos 310.00

mm thick PC(Polycarbonet) / Acrylic sheet.

(A) For 6 amp plug and 6 amp switch with 2-1.5 sq. mm Cu. Mains from near by

switchboard/db board upto 6 mt.

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket

erected on PVC / Metallic/Wooden box, single mounting base frame covered with

18.00 textured / metallic/white front plate modules erected on / in wall / ceiling with 1.00 Nos 255.00

following type accessories

Mini Modular(Cat.III)

Main with 1.1 KV grade FR PVC insulated ISI mark standard copper conductor wire

in existing pipe erected with 1.5 sq.mm copper conductor FR PVC insulated standard

wire of green colour for earth continuity of following size.

2 wire 1.5 sq.mm

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

Watt assembled on single MCPCB, with housing used as a heat sink shall be made of

thick sheet Steel conforming to IS: 513/CRCA/aluminium pressure die cast powder

coated and high U.V. & corrosion resistance with diffuser housed in aluminium

20.00 casted body with company mark/name 120 to 300 V,Power Factor more than 0.9, 3.00 Nos 751.00

THD < 10 %, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED

efficiency 110 lumens/watt. LED driver efficiency > 85 % used for luminaire. ( fitting

required LM-79 & LM-80 Certificates) - Cat III

22-24 Watts, Surge - 2KV,IP-20, 4 feet

Supplying and erecting LED street light / Flood light fittings with High power White

LEDs wattage of 3 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

21.00 engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %, CCT 2.00 Nos 5917.00

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.)

(iii) Above 60 to 90 watts, Surge -4KV Cat-III

Providing and erecting required size HOT deep Galvanised iron strip for earthing of

22.00 H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. 30.00 Kg 77.00

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR WELL TO WTP AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

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 hot dipped 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 with chamber and heavy duty cover. (A)(approved make OEM has to

submit test certificate including value of earth resistance of installation duly stamped

23.00 and signed by agency and officer Incharge has to ensure the value of earthing resistane 1.00 No 4546.00

mentioned in test Certificate) & having back filling compound of (B) Inner chemical

(CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR BANTWA SUMP TO OLD AND NEW ESR AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

SUBMERGED CENTRIFUGAL PUMPSETS:

Providing submerged centrifugal pump sets (water immersed, dry air filled, class "F"

insulated TEWC motor integrally mounted on volute casing pump sets for water duty,

3-phase, 50 ± 3% Hz, 415 ± 10% V along with suitable foundation / installation

device with cable length from pumps to panels & of following Material of

1.00 Construction: 4.00 NOS 276896.00

Impeller: CF8M, Casing: C.I. FG 260, Wearing Ring: SS, TC mechanical seal, CS/SS

bearing, SS shaft with sleeve, SS strainer & MS motor body.

DISCHARGE - 200 m3/Hr

Pump Kw - 22 Kw

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest

2.00 Edition) of following class and diameter including all taxes, insurance, transportation, 4.00 NOS 10555.00

freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.( PN-1.0)

Size; 200 mm NB-Manually operated - On each Pump Delivery Line

2.01 Size; 250 mm NB- Manually operated - On Header Line 2.00 NOS 16866.00

Supply, installation, testing and commissioning of double flanged CI Dual Plate

Check Valve conforming to API 594 Class 300 with CS dual door, hinge pin & stop

3.00 pin of SS 410 , springs of AISI 304 and seat of SS 304 , along with all required 4.00 NOS 16671.00

accessories, gaskets and hardwares,etc. and as per specification. (on Each Pump)

Size; 200 mm NB - On each Pump Delivery Line

3.01 Size; 250 mm NB- Manually operated - On Header Line 2.00 NOS 27705.00

EXPANSION BELLOWS:

Supply, installation, testing and commissioning of flanged metallic S.S.

4.00 expansion bellows confirming to EJMA standard with PN 1.0 rating & all necessary 4.00 NOS 6216.00

carbon steel hardware’s as per data sheet.

Size; 200 mm NB - On each Pump Delivery Line

4.01 Size; 250 mm NB- Manually operated - On each Pump 2.00 NOS 7745.00

M.S. PIPE & SPECIAL:

Supply, Gas Cutting of pipe, Fabrication, Welding, Installation, testing and

5.00 commissionning of MS pipe & Specials, reducer, expander, bend, Y-Joints, TEE etc. 48.00 Mtr 2850.00

confirming to IS 3589 & Flanges necessary supports & anchoring, pipe fabricated

from MS plate (Excluding supply of flanges)

M.S. pipe 219.1 NB X 6.3 mm min Thick (Delivery Side)

5.01 M.S. pipe 273 NB X 5 mm min Thick (Header Side) 12.00 Mtr 2884.00

Supply, welding, installation, testing & commissioning of MS Flat machined faced

flanges confirming to IS 6392 & drilled as per IS - 1538 with drilling off bolt holes

and flages thickness as per PN 1.0 including cutting & welding

Size - 200 NB drilled (SCF Pump)

6.01 Size - 250 NB drilled (SCF Pump) 16.00 NOS 2058.00

Providing, Supply of Structure Steel at site of work with freight, loading, unloading

carting, etc. including all taxes and duties complete such as joints, channels, angles,

7.00 MS guidder, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (above 2000.00 Kg 72.92

10mm thickness) for cable trench etc. required for support structure of all Electro-

mechanical equipment, piping, etc. for support on floor / wall / beam / brackets etc. as

per tender and IS.

Labour Charges for lowering, laying, Fixing with fabrication various size section of

MS such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates,

8.00 Chequered plates, for cable trench etc Complete with two coats of red oxide and two 2000.00 Kg 11.37

coats of approved colour shade of epoxy paint as per relevant IS and as per

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR BANTWA SUMP TO OLD AND NEW ESR AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

MONORAIL EOT WITH ELECTRIC CHAIN HOIST

SITC of Electrically Operated Chain Hoist & Electrically operated Trolley, suitable to

operate on Mono Rail Girder having motorised motion in vertical lifting & cross

travel, manufactured as per IS:6547-1972-Class-II & IS-3177- Class-II, complete with

electrically operated chain hoist & Electically operated geared trolley, brake, chain-

gear, motors, safety device, pendant push button, starter panel, cables from motor to

starter panel and all other required accessories like limit switches, panel, power supply

system (Fastoon cable type), fasteners, epoxy painting, etc. tested for over load as per

9.00 IS complete as per specifications and complete in all respect. 2.00 No 355005.00

Capacity : 3 Ton. Min. (Above ex. Sump for lowering/ lifting of subm. pumps)

'Lift : 10.00 m as mini. or as per site req.

Bay Length : 10.5 m min. or as per site req.

(w/o MONORAIL GIRDER & MS supporting structure)

Note: Minimum as specified capacity or higher as per requirement such that ECH

capacity is min.1.25 times of the pump set OR single heaviest component to be lifted

within pump house.

Supply, installation, testing and commissioning of remote type Full Bore

Electromagnetic flow meter comprising of IP-68 Sensor, IP-65/66 remote transmitter

with 10m cable between sensor and transmitter with RS-485,Panel mounted flow

10.00 indicator cum Totalizer along with all mounting accessories, hardware, etc. complete 2.00 Nos 117201.00

in all respect and as per specs and shall have following size and measurement range.

The scope also includes necessary connection with header pipe Meter Size : 250 mm

(At Pump Delivery Header of SCF Pump) Pipe Material : C.I. / M.S.

Providing, Erection And Connection Approved make Triple Pole Metal Clad Switch

Fuse Unit 415/500 V. with HRC fuse of suitable load and neutral link confirming to

Rating - 100 Amp

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

12.00 contactors as per Type II coordination including digital MFM with RS 485 2.00 No 24276.00

communication port, analogue type ammeter with selector switch, run hour meter,

required protective relays & control accessories.

Control Panel - 70 HP

Supply, laying, testing & commissioning 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

13.00 clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing 100.00 Mtr 134.00

or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1)

of following sizes:

Size - 3.5 C x 25 Sq mm (GEB Meter to SFU To Control Panel)

Supplying and erecting heavy duty flange type brass Double Compress cable glands

with rubber ring for suitable size PVC aromoured cable complete with out going

tails,insulating tape etc.for following size of cables.

Size - 3.5C X 25 Sq mm

Supplying and erecting crimping type aluminium lugs conforming to IS suitable for

cable as per below evenly crimped with high pressure tool and connected to switch

gear terminal with brass/cadmium plates nuts bolts in an appoved manner.

Size: - 25 Sq mm

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR BANTWA SUMP TO OLD AND NEW ESR AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

SITC of Main & Outlet points wiring with 1.1KV Grade FRLS PVC insulated ISI

marked flexible stranded copper conductor wires with medium class min. 25mm dia.

Rigid PVC Pipe and accessories to be erected conceled in/to be run on surface /wall/

ceiling with following sizes as mentioned below. The unit rate wiring shall be with

16.00 connector, PVC junction box, wire holder, ceiling rose, Angle holder, switch, 60.00 Mtr 82.00

switchboard brass chromium/cadmium plated machine screws, phase and neutral

wires, green earth continuity wires etc. as required to complete wiring from LDB

panel to the final outlet termination points. The wiring shall be as per IS :732, Is :

4648 and as per tender specification / IS

(A) With medium class Rigid PVC pipe and accessories

Point wiring for 5/15A independent PLUG with following size mains earthwire of

sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand

copper wires, in following type of pipe to be erected concealed in /flushed on

wall/ceiling , complete with ISI marked 3 / 5 Pin socket and tissino type switch

17.00 erected with earth continuity connection erected on Metal / PVC box covered with 3 6.00 Nos 310.00

mm thick PC(Polycarbonet) / Acrylic sheet.

(A) For 6 amp plug and 6 amp switch with 2-1.5 sq. mm Cu. Mains from near by

switchboard/db board upto 6 mt.

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket

erected on PVC / Metallic/Wooden box, single mounting base frame covered with

18.00 textured / metallic/white front plate modules erected on / in wall / ceiling with 2.00 Nos 255.00

following type accessories

Mini Modular(Cat.III)

Main with 1.1 KV grade FR PVC insulated ISI mark standard copper conductor wire

in existing pipe erected with 1.5 sq.mm copper conductor FR PVC insulated standard

wire of green colour for earth continuity of following size.

2 wire 1.5 sq.mm

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

Watt assembled on single MCPCB, with housing used as a heat sink shall be made of

thick sheet Steel conforming to IS: 513/CRCA/aluminium pressure die cast powder

coated and high U.V. & corrosion resistance with diffuser housed in aluminium

20.00 casted body with company mark/name 120 to 300 V,Power Factor more than 0.9, 6.00 Nos 751.00

THD < 10 %, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED

efficiency 110 lumens/watt. LED driver efficiency > 85 % used for luminaire. ( fitting

required LM-79 & LM-80 Certificates) - Cat III

22-24 Watts, Surge - 2KV,IP-20, 4 feet

Supplying and erecting LED street light / Flood light fittings with High power White

LEDs wattage of 3 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

21.00 engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %, CCT 4.00 Nos 5917.00

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

(iii) Above 60 to 90 watts, Surge -4KV Cat-III

Providing and erecting required size HOT deep Galvanised iron strip for earthing of

22.00 H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. 60.00 Kg 77.00

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

PUMPING MACHINERY AND ELECTRIFICATION WORK FOR BANTWA SUMP TO OLD AND NEW ESR AT BUS STAND H.W.

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

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 hot dipped 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 with chamber and heavy duty cover. (A)(approved make OEM has to

submit test certificate including value of earth resistance of installation duly stamped

23.00 and signed by agency and officer Incharge has to ensure the value of earthing 2.00 No 4546.00

resistane mentioned in test Certificate) & having back filling compound of (B) Inner

chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-

2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back

fill Compound :- Earthing compound should be capable to retain moisture for long

time Necessary test report must be submitted by Agency.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

CONSTRUCTION WORK OF COMPOUND WALL AT WTP SITE

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Excavation for foundation up to 1.5 M Depth including sorting out and stacking of

1.00 useful materials and disposing of the excavated stuff up to 50 meter lead 77.24 Cu Mt. 157.16

For Dense Or Hard Soil

1.01 ----- As Above ------ For Hard Murrum 77.24 Cu Mt. 268.92

Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand :6 hand broken

2.00 stone aggregates 40 mm nomial size) and curing complete excluding cost of form 4.80 Cu Mt. 3095.25

work in For PCC

Providing and laying controlled cement concrete M.250 andcuring complete

3.00 excluding the cost of formwork andreinforcement for reinforced concrete work in (D) 35.93 Cu Mt. 4782.38

Columns,Pillars posts and struts, upto floor two level.

Providing and laying cement concrete 1:3:6 (1- Cement : 3-Coarse sand : 6- crushed

stone aggregates 20 mm nominal size)and curing complete including cost of

formwork in (A) Wall Caps /Coping

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work in ©

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two

Providing T.M.T. Fe 415. bar reinforcement (I.S.Mark) for R.C.C.work including,

bending, Binding and placeing in postion complete upto foor two level

Providing formwork of ordinary timber planking so as to give arough finish including

centering shuttering strutting and proppingetc. height of propping and centering

7.00 below supporting floor toceiling not exceeding 4 M. and removal of the same for in 159.84 Sq Mt 205.45

situreinforced concrete and plain concrete work in. (H) (1) Sides andsoffits of Beams

Beam Haunchings cantilevers Girders Bressumersand Lintels not exceeding 1 M. in

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

8.00 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in 327.00 Sq Mt 315.69

situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and

struts. (1) Square Rectangular Polygonal in plan

Brick work using common burnt clay building bricks havingcrushing strength not less

than 35 kg./Sq.Cm. in foundation andplinth in Cement Mortar 1:5. (1- Cement : 5 -

fine sand) (B) Conventional & Extra For Brickwork In Super Structure Above

Plinth level Up To Floor Two Level ( B ) Conventional

20mm thick sand faced cement plaster on walls upto height 10 metres above ground

10.00 level consisting of 12mm thick backing coatof C.M. 1:3 (1-cement : 3-sand) and 8mm 1074.40 Sq Mt 342.41

thick finishing coat ofC.M. 1:1 (1-cement : 1-sand) etc. complete.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to

give an approved brand and manufactureand of required shape even shade after

thoroughly brushing thesurface to remove all dirt and remains of loose powered

Filling availabale excavated earth (excluding rock) in trenches plinth, sides of

12.00 foundations etc. in layers not exceeding 20 cm in depth consolidating each depo sited 132.12 Cu Mt. 136.92

layer by ramming and watering.

Providing and fixing M.S. grills of required patten toto wooden frames of windows

13.00 etc. with M.S. flats at required spacings and frame alround square or roundbars with 1008.00 Sq mt 106.23

round headed bolt and nuts or by screws.

Applying priming coat of over new steel and other metal surface after and including

preparing the surface by thoroughly cleaning, oil grease, dirt and other foreign mater

and scoured with brushes fine steel wool, scrapers and sand paper with ready mixed

priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal surface with

enamel paint, brusing interior to give an even shade including cleaning the surface an

even shade including cleaning the surface of all dirt, dust and other foreign matter.

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

CONSTRUCTION WORK OF COMPOUND WALL AT WTP SITE

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Demolition and dismantling of existing Compound Wall (C.W.) and Staff Quarters

including all structural and non-structural components such as foundations, walls,

columns, beams, slabs, roofing, doors, windows, flooring, plinth protection, sanitary

16.00 and electrical fixtures, complete. The work shall include breaking, dismantling, 1.00 L.S. 750000.00

segregation of reusable materials, loading, transportation, and disposal of

unserviceable debris to an approved dumping site, including all labour, tools, plants,

machinery, safety measures, and incidental charges, complete as directed by the

Engineer-in-Charge

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

WTP OPERATION & MAINTENCE FOR 5 YEAR

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Comprehensive Operation and Maintenance of the various components of water

supply scheme undertaken in this tender mainly, 3.00 MLD WTP & other works as a

whole including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance,

1.00 3) Preventive or Periodic Maintenance, 1.00 YEAR 812527.20

4) Major Maintenance (or Special repairs and replacement including Training to O &

M staff of Municipality. The rate shall also include all consumables and deployment

of Manpower but excluding electric power (The electrical bill for power shall be paid

by the municipality) . The O & M work shall be carried out as per detailed

specifications in the tender & maintaining the record for the same. --for 1st year

for 2nd year 1.00 YEAR 812527.20

for 3rd year 1.00 YEAR 812527.20

for 4th year 1.00 YEAR 812527.20

for 5th year 1.00 YEAR 812527.20

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika

BANTWA NAGARPALIKA - BANTWA

DISTRICT :- JUNAGADH

BID DOCUMENTS FOR “CONSTRUCTION WORK OF 3 MLD WTP, 10 LL CLEAR WATER SUMP, 5 LL ESR, DISTRIBUTION

WORK, RISING MAIN, COMPOUND WALL, PUMP HOUSE, PUMPING MACHINERY, ELECTRIFICATION WORK INCLUDING

MONTHS FOR WTP & 24 MONTH EXCL WTP OF OPERATION & MAINTENANCE FOR BANTWA NAGARPALIKA

OPERATION & MAINTENCE FOR 2 YEAR

Sr No. DESCRIPTION OF ITEM Quantity Unit Rate Amount

Comprehensive Operation and Maintenance of the various components of water

supply scheme undertaken in this tender mainly Rising main, 10.00 LL clear water

sump, 5.00 LL ESR, Distribution network, Pump house, Pumping machinery,

Electrical work & other works as a whole including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance,

1.00 3) Preventive or Periodic Maintenance, 1.00 YEAR 627516.48

4) Major Maintenance (or Special repairs and replacement including Training to O &

M staff of Municipality. The rate shall also include all consumables and deployment

of Manpower but excluding electric power (The electrical bill for power shall be paid

by the municipality) . The O & M work shall be carried out as per detailed

specifications in the tender & maintaining the record for the same. --for 1st year

for 2nd year 1.00 YEAR 627516.48

Total Net Amount :-

Say Total Amount :-

Say Total Amount :-

Bantwa Nagarpalika