Construction Work Of Cement Concrete Road With Tri-Mix, Conventional Type Water Treatment Plant With Inlet Outlet Pipe With Fitting Work And Strengthening Work Of Existing ESR, as per various Location Chart At. Upleta Dist.: Rajkot Under 15th Finance Commission Grant Year-2020-21/2021-22/2022-23

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX AND

CONVENTIONAL WORK OF CONVENTIONAL TYPE WATER TREATMENT PLANT WITH INLET

OUTLET PIPE WITH FITTING WORK AND STRENGTHENING WORK OF EXISTING ESR, AS PER

VERIOUS LOCATION CHART, AT. UPLETA

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

Total Amount Rs……...

Total Amount Rs……...

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

Estimated Amount Estimated Amount

Put to Tender Rs. 2,90,10,841=00 Put to Tender Rs. 2,90,10,841=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE COMMISION GRANT YEAR-2020-21 / 2021-22 / 2022-23

NAME OF WORK : CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- Murakhada Ni Gari Canel to National Highway, At. Upleta

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including ramming the excavated stuff and despositing on the

road side slope as directed upto all lead & sretta 1366.40 205.48 Cumt

Providing & laying spreading and compacting 150mm thick WBM Grade - II of

B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%) filler i.e.

stone screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including

spreading in uniform thickness hand packing rolling with vibratory roller 8-10

tonnes in stages to proper garde and cmaber applying and brooming required

types of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density. 457.50 1020.10 Cumt

Providing & laying spreading and compacting 100mm thick WBM Grade - I of

B.T.M.C. metal 45mm to 90mm size including using 29% (22+7%) filler i.e.

stone screeing 13.2 mm at the rate 0.27 Cumt. & stone dust at the rate

cumt. including spreading in uniform thickness, hand packing, rolling with

vibratory roller 8-10 tonnes in stages to proper grade and camber, applying

and brooming type of screning/binding materials to fill up the interstices of

coarse aggregate, watering and compacting to the required density. 305.00 1090.80 Cumt

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

Machine cut stone aggregate 40mm nominal size ) and curring complete

including cost of formwork in (a) Foundation and plinth 305.00 3135.04 Cumt

Providing and Laying in position Controlled Concrete M-200 grade concrete

for using cement content as per approved design mix, improve workability

without impiring strength and durability as per direction of the engineer in

charge. (min cement level as per latest ID: 456 shall be maintained) for

150mm thick trimix C.C Road with trimix vaccume dewatering system work

with power trowling sheet form with M.S Channel, surface vibrator with

providing road expansion joint having size 6mmx50mm by concrete cutter

machine and filled with bitumen, finishing with floor hardener necessary all

equipments, all labour charges complete. including cost of admixtures

Melamine Base/ Naphthalene Base using 1.5 Kg. per Cement Bage 457.50 5675.05 Cumt

Supplying Stone Dust all lead and lift 146.40 269.70 Cumt

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed. (ii) Sand 146.40 147.47 Cumt

Tracing of old Manhole. All Types 41.00 1202.00 No

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE COMMISION GRANT YEAR-2020-21 / 2021-22 / 2022-23

NAME OF WORK : CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- Dhank Marg, Reliance Tower to Molla Patel At. Upleta

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including ramming the excavated stuff and despositing on the

road side slope as directed upto all lead & sretta 2220.40 205.48 Cumt

Providing & laying spreading and compacting 150mm thick WBM Grade - II of

B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%) filler i.e.

stone screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including

spreading in uniform thickness hand packing rolling with vibratory roller 8-10

tonnes in stages to proper garde and cmaber applying and brooming required

types of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density. 750.75 1020.10 Cumt

Providing & laying spreading and compacting 100mm thick WBM Grade - I of

B.T.M.C. metal 45mm to 90mm size including using 29% (22+7%) filler i.e.

stone screeing 13.2 mm at the rate 0.27 Cumt. & stone dust at the rate

cumt. including spreading in uniform thickness, hand packing, rolling with

vibratory roller 8-10 tonnes in stages to proper grade and camber, applying

and brooming type of screning/binding materials to fill up the interstices of

coarse aggregate, watering and compacting to the required density. 500.50 1090.80 Cumt

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

Machine cut stone aggregate 40mm nominal size ) and curring complete

including cost of formwork in (a) Foundation and plinth 500.50 3135.04 Cumt

Providing and Laying in position Controlled Concrete M-200 grade concrete

for using cement content as per approved design mix, improve workability

without impiring strength and durability as per direction of the engineer in

charge. (min cement level as per latest ID: 456 shall be maintained) for

150mm thick trimix C.C Road with trimix vaccume dewatering system work

with power trowling sheet form with M.S Channel, surface vibrator with

providing road expansion joint having size 6mmx50mm by concrete cutter

machine and filled with bitumen, finishing with floor hardener necessary all

equipments, all labour charges complete. including cost of admixtures

Melamine Base/ Naphthalene Base using 1.5 Kg. per Cement Bage 750.75 5675.05 Cumt

Supplying Stone Dust all lead and lift 218.40 269.70 Cumt

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed. (ii) Sand 218.40 147.47 Cumt

Tracing of old Manhole. All Types 61.00 1202.00 No

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE COMMISSION GRANT YEAR- 2021-22/2022-23

NAME OF WORK : CONVENTIONAL TYPE WATER TREATMENT PLANT

LOCATION :- Khakhi Jaliya Road, Moj Head Works At. Upleta

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per 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 months, etc. complete as directed by Engineer-in-

charge (turn-key job). Aeration Fountain/Casecade Aerator, Ventury

Flume/Partialflume, With necessary flow measuring devices/meter

consisting of mechanical/digital indicator., Flash Mixer, Rapid mixing

device design confirming to IS:7090 of 1985.Detenion time 60second,

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

design., Flocculator, Design confirming to IS:7208 –1974 (Type-C),

Detention period 30miutes with flocculator paddles, with gear and motor

assembly as per design, 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

cubic meter per meter per day, with mechanical sludge scraper confirming

to IS : 10313 – 1982 and bridge as per design with gear and motor

assemblies, Rapid Sand Filters and Filter House, Filter designed for

filtration rate of 6,000 liters per square meter per hour, minimum 2 beds

for plant up to 10 MLD, for larger plants as specified, pipe gallery and

platform minimum 5.5 meter in width.

a) Filter Sand, Effective size 0.45 to 0.70 mm, uniformity coefficient not

more than 1.7 nor less than 1.3, depth of sand 0.75 M, free board 50 cm,

gravel 0.45 M in depth, sand and gravel confirming to IS : 8491 (i) –

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, Capacity to be specified and

suitable to supply water to wash 2 filter units at a time where the units are

4 or more., 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 underdrains (100% standby).

e) Valves/gates, Inlet, outlet ,wash water inlet –outlet and all types and

sizes of valves /gates as per design of specified make/brand., f) Gauges /

meters, All types gauges and meters required for filter operations and

backwashing etc. asper design of specified make/brand., Chemical House

in Two Storyes (floor wise area as specified), Ground floor to

accommodate 7 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) confirming to IS : 9222 Part – 1/1979.

Item No. & Description Quantity Rate Per Amount

Store House (area as specified), Suitable for alum storage of three

months requirement in monsoon with 10% extra capacity for other sundry

articles., Vacuum feed type Chlorinators – make to be specified and

approved by GWSSB., a) Confirming to IS : 10533 – A Part – 2/1983.,

b) Rate of withdrawal, Temperature Degree C, (Kg of Chorine Discharge

(27,14.50,21.24) (Above, 18.70, 28.12) Chlorinator equipment and

container room to confirm to c) IS : 10533 Part – 1/1983., d) 100%

standby shall be provided. By pass arrangements – 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.

Electric installation., Both internal and external including entire plant area

(as specified)., Laboratory equipments, As per requirement (to be

specified during tendering)., Sanitary blocks., Carpet area – 15 square

meter minimum up to 25 MLD and 25 square meter above 25 MLD (or as

specified)., 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.,

Dewatering during entire work using any technique.,

Notes : (1) Conditions from Sr. No. 2 to 2.16 shall from a part and parcle

of the tender and must be incorporated in draft tender papers of

conventional treatment plants.(2) The necessary changes should be

carried out as per Site condition and project requirements at the time of

preparing DTP’s Inlet chamber can be dropped when Aerator is proposed

otherwise it should be included.(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 III 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

to lead up to 50m, (9) The following rates are for preliminary or rapid

estimate of WTP, 9 MLD water treatment plant At Moj HW

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME:- 15TH FINANCE COMMISSION GRANT YEAR- 2021-22/2022-23

NAME OF WORK : PROVIDING SUPPLYING LOWRING LAYING INLET OUTLET PIPE LINE

LOCATION :- Khakhi Jaliya Road, Moj Head Works At. Upleta

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

M. S. Pipe Manufacture, Supply & Delivery of Electric Resistance Welded

(Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having

beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/

ammendment for following thickness outside diameter at 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 price of HR Coil as Rs.58500 per MT - withouth GST (Above

3.15 mm to 10 mm) & Rs. 59000.00 per MT without GST (Above 10 mm) as

onJan-23.( WPI Index of H. R Coil of Dec-22 is 144) 400MM Dia (OD

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 M.S.Pipes manufactured delivery of specials is to be

made to GWSSB store or site of works any where in Gujarat including all

taxes, liading, unloading, carting, stacking, insurance, inspection charges,

octroi etc. complete. (MS Specials Flange Ended) Above 300mm Dia 200.00 98.00 Kg

DI K-7. Pipe Providing and supplying D. I. 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. (IS 8329-2000).

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 specials is to be made to GWSSB store or site of works any where in

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

inspection charges, octroi etc. complete. With external bitumen & zink

coating & internal cement mortar lining Socket & Spigot Type 80 to

mm dia 368.00 148.00 Rmt

Excavation for pipe line trenches incl. all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mts. cleaning the site etc.

complete for lifts and strata as specified. A. 'Upto 1.5 mt depth In all sorts

of soil and soft murrum 268.50 102.35 m3

In Hard murrum 89.50 155.25 m3

In soft rock 179.00 187.45 m3

In Hard rock 358.00 427.80 m3

Lowering, laying, jointing & welding in position to correct line & level M.S. Pipe

with outerside 3 LPE coating & inside solvent free liquid epoxy lining on

pedestal or chairs upon prepared formation or prepared bedding in trenches

the rates include conveyance from store to site of work loading, unloading,

heat shrink sleev jointing hydrotesting etc.complete.. 400MM Dia (OD

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

Mortarlined D. I. K-9/7 Pipes of various classes with CI / MS specials of

following diameters in proper position, grade and alignment as directed by

Engineer-in-charge including hydrulic testing etc comp. 350.00 178.25 Rmt

Item No. & Description Quantity Rate Per Amount

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

of surplus stuff as directed within a radius of 3 km. 820.00 25.30 m3

Providing bedding incl. ramming, watering, consolidating etc. complete. 43.40 69.00 Cumt

Making job connection for old pipes in connecting the pipe line with existing

main and inserted of special incl. Cost of excavation cutting of pipes,

dewatering testing refitting etc. complete Exi. all jointing materials etc. comp. 1.00 5500.00 No

Providing and supplying ISI mark CI D/F Sluice valves , butterfly valves &

Reflux valves 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. Sluice Valve

class-I tested to 20 kg/cm2for body & 10 kg/cm2 for seat, with hand

wheel valve P.N. 1.00 400 mm dia Sluice valve/Scoure Valve 2.00 45750.00 No

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, including nut bolts and giving satisfactory hydraulic testing,

etc. complete (Rate for all calss of valves) with complete job connection work

if any A. Sluice Valve class-I tested to 20 kg/cm2for body & 10 kg/cm2

for seat, with hand wheel valve P.N. 1.00 400 mm dia Sluice

valve/Scoure Valve 2.00 2266.65 No

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. 1:4:8of 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

mm thick (with key hole in two parts, each with handles or MS Bar etc.

complete as give size) Upto 1 Mt. depth from G. L. to pipe invert level

incl. complete civil works but excl. cost of excavation and refilling. With

precast slab in two parts 15 mm Size 1.30×1.30×1m For Sluice valve of

200 mm dia and above dia 2.00 13053.65 No

Total Amount Rs.........

Total Amount Rs.........

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

SCHEME : 15TH FINANCE COMMISSION GRANT YEAR-2022-23

NAME OF WORK :- STRENGTHENING WORK OF EXISTING ESR

LOCATION : Venu Head Work Esr, At. Upleta

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Labour charges for cleaning of RCC ESR including cleaning and removing

algae, calcinations, sludge, dirt deposition from bottom and as well as from

wall of container, disinfection by bleaching powder with all necessary

scafolding, tools and plants, labours and cost of disinfectant etc complete 1.00 5365.90 Each

Removing and scraping of old deteriorated plaster of any thickness fromm

wall / R.C.C member including stacking of serviceable material and disposal

of unserviceable from site of work with all lead and lift 396.87 18.94 Sqmt

Cement plaster 20mm thick in C.M. 1:2 using water proofing compound of

approved quality including finishing etc. complete. 396.87 232.30 Sqmt

Gunniting Internal Surface Providing the gunniting to interior surface of

cement / masonry / Water Tank of various capacities as specified at various

places with cement mortar (1:2) in thickness of 40mm including chiselling

and scraping loose concrete and plaster incl. providing and fixing in position

6 mm dia. mild steel bars reinforcement at 15 cm c/c both ways including

fabricating and cost of binding wires including centering, staging all

equipments etc. complete including scaffolding, carting of all type of material

and equipments to site of work and giving hydraulic testing up to satisfaction

of engineer in – charge . 501.50 679.73 Sqmt

Gunniting the surface in CM 1:2 having thickness of 40 mm to 50 mm (Ave.)

for beam, braces, column and container slab incl. chiselling and scraping

loose concrete cleaning the surface with water and air under pressure and

including providing and fixing in position steel wires square mesh 75 mm x

mm as per IS:1966-1982 3.15 mm Wt/Sq.Mt. 1.64 Kg. with spot welding

wherever necessary with main reinforcement incl. tying binding with wire incl.

scaffolding centering staging all equipment and materials etc. complete incl.

labour and testing of the container. 762.95 683.84 Sqmt

Pressure Grouting Providing pressure grouting at 5.6 Kg/Sq.cm in required

row/zigzag fashion as specified at 1.5 m interval as per site conditions to stop

leakages from water retaining structures including supply of cement and

hardening chemical, bringing equipments like compressor and all scaffolding

works to get smooth finishing as directed by engineer in charge. 5.00 613.00 Sqmt

Providing and applying Epoxy paint of approved make to concrete surface for

RCC ESR of GSR or any other structure including 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 codes. For new surface – Two

coats 762.95 111.55 Sqmt

Providing an fixing 25 mm x 5.2 mm MS railing with three horizontal rows and

posts of angle iron of size 65 mm x 65 mm x 8 mm RCC 150 mm and

meter height and placed at 1.85 mt / c/c including painting two coats and

anchorage in CC etc complete 3124.08 88.55 Kg

Providing and fixing Water Level Indicator or depth gauge painted on TW

plank 25 mm / MS plate 4 mm thick float, level indicator sliding wire on

standard pulleys incl. necessary arrangement to prevent the swinging etc.

complete with calibration up to 5 mt height. 1.00 6348.00 No

Painting letters Painting letters for "Capacity of tank" the size of letters will be

45 cm height and 50 mm width. Painting letters 50.00 25.30 No

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes fine steel wood, scrapers and

sand paper with ready mixed priming paint brushing red lead. 82.93 34.68 Sqmt

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

surface with enamel paint, 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. 82.93 87.81 Sqmt

Copper Lightning Arrestor Providing and fixing copper lightning arrestor incl.

copper strip and earthing plate etc. complete (incl. cost of excavation for

earthing plate etc. rate per kgs of copper). 41.00 1009.70 Kg

Total Amount Rs…..

Total Amount Rs…..

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika