BID DOCUMENTS FOR CONSTRUCTION WORK OF ICONIC ROAD FROM GHODAGADI CIRCLE TO EKLINGJI ROAD JUNCTION - AT SANAND, SANAND NAGARPALIKA. DIST.: - AHMEDABAD_ 2nd Call

NAME OF WORK :- BID DOCUMENTS FOR CONSTRUCTION WORK OF ICONIC ROAD FROM GHODAGADI CIRCLE TO

EKLINGJI ROAD JUNCTION - AT SANAND, SANAND NAGARPALIKA. DIST. :- AHMEDABAD

RECAPTUALATION SHEET

SR. NO. ITEM DESCRIPTION AMOUNT IN RS.

SCHEDULE B-1 ROAD RESURFACING

SCHEDULE B-2 DEMOLITION AND PROPOSED NEW DIVIDER

SCHEDULE B-3 PROPOSED FOOTPATH & MUZ & PARKING AREA

SCHEDULE B-4 RCC PIPE CULVERT WITH CHAMBER

SCHEDULE B-5 PROPOSED NP3 600 MM STORM WATER DRAINAGE

SCHEDULE B-6 PROPOSED UTILITY CONNECTION, ROAD FURNITURE

ELECTRIC :- DECORATIVE LIGHT INSTALLATION WORKS ON MUZ AND SHIFTING

SCHEDULE B-7 AND REFITTING AND SITC OF STREET LIGHT AND PROPOSED HIGH MAST AT

SCHEDULE B-8 JUNCTION , SCULPTURE & OTHER

I / We am / are willing to carry out above work at ................................................. % above / below. In words

the tender rate, which mentioned above.

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

Sanand Nagarpalika

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

ROAD RESURFACING

Sr. No. Description Quantity Unit Rate Amount

Preparing surface by Brushing with wire brushes for

removing caked mud etc. sweeping with brooms

and finally fanning the cleaned surface with gunney

bags to remove all loose dirt etc. (i) Water bound

macadam surface.

Providing and laying 50mm thick bituminous

macadam in one layer with B.T. aggregates as a

rate of 0.66 cum/M.T. (as per MOST gradation) &

60/70 (VG30) grade bulk asphalt for tack cost at a

rate of 2.50 kg./10 Sqmt. & 60/70 (VG30) Grade

bulk bitumen for mixing at rate of 34 Kg/M.T. i.e.

2 3.40 % by weight of total mix using continuous 350.35 M.T. 3002.43

batching drum mix plant & laid by paver finisher

including consolidation with vibratory roller

including all necessary equipment, tools, plant, fire

wood oil, kerosene, labour charges etc. complete

using contractors own machineries.

Providing and laying 25mm thick S.D.B.C. using

stone chips as per gradation of M.O.R.T. & H

specification using bitumen at rate of 50 Kg./ M.T.

including heating the asphalt (60/70 Grade) (VG30)

and aggregates by continuous batching drum mix

plant machineries equipment, tools, plant, fire

wood oil, kerosene and all labour charges etc.

complete (using contractors own drum mix plant

and machineries.

Providing and Laying Asphalt Painting on B.T Surface

with bitumen 60/70 graded at rate 5.00 kg/10 Sqmt

by mechanical sprayer in Uniform layer and

4 spreading the stone dust on prepared surface at the 9100 Sqm 36.56

rate of 0.03 Cum / 10 / Sqmt. And rolling with

smooth wheel pnumatic roller.

Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as

per IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes. zebra

patta /bump patta lane/center line/ edge line/cut

patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

130 cd/m2/lux and Asphalt road shall be min

Mmcd/m2/lux during the service life during the day

time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-15

of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC

6 (prismatic type of size 12cm x 6cm x 2.5cm) 1398 No 375.72

provided with bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

DEMOLITION AND PROPOSED NEW DIVIDER

Sr. No. Description Quantity Unit Rate Amount

Dismentaling tiled of stone floors laid inmortar

including stacking of serviceable materilas and

disposal of unserviceable materials with all leadand

Demolition and disposal of unserviceable materials

2 with all lead and lift.(i) Cement concrete. 63 Cumt. 609.26

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers

4 not exceeding 20 cm. in depth consolidating each 147 Cumt. 130.39

disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete.

Pre cast concrete kerb Providing and fixing 2.5Mpa

Grade of concrete precast exposed pimple texture

finish kerb stones of steel mould Vaccum wet

pressed machine approved make as per approved

sample of any size and any type. Kerbs shall be fixed

on the foundation prepared as per approved design.

The rate shall also include for erecting and fixing the

pieces in position for complete kerb system with

Half Batter Profile type of kerbs including necessary

accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb shall be fixed as paper joint without

any jointing material. However cement mortar shall

be provided at the backside of kerb stone joint.

(Sample must be approved) Cost of excavation,

cutting , base , side filling shall includes as directed

engineer - incharge. (b) HB 300x600x150mm.

supplying and stacking of good earth + cattle

manure minimum 100 mm thick each material at

site including royalty and carriage upto 5 km lead

complete including Mixing earth and sludge or

manure and Spreading of sludge, dump manure

and/or good earth(earth measured in stacks will be

reduced by 20% for payment)

Providing & laying of Selection no. 1 Doob grass turf

with earth 50mm to 60mm thickness of existing

ground prepared with proper level and ramming

with required tools wooden and than rolling the

surface with light roller make the surface smoothen

and light watering the same and maintenance for

30 days or more till the grass establish properly, as

per direction of the officer-in-charge.

Plantation of Trees, Shrubs, Hedge, ground covers

and seasonal plants at site i/c watering and

removal of unsaverieable material’s as per direction

of officer in charge (excluding cost of plant &

water). - Trees plant

Foxtail palm ht. 240-270 cm bottom girth 35-40 cm

10 well 233 Each 590.85

developed in big size HDPE bag

Pre cast Cylindrical Bollard Providing and fixing

exposed fair finish, factory made cylinder pre-cast

bollard of size 800mm high and 280mm dia of

approved make, made in M-30 grade reinforced

cement concrete and as per drawing. Sample

shall be approved.Rate shall be inclusive of precast

bollard with all accessories required for fixing,

transportation, loading and unloading charges. The

rate shall also include for erecting and fixing the

bollard in position etc complete as per drawing.

The rate shall also include the cost of excavation,

base PCC M15 grade and finish good, rendering

(if required) etc complete as directed by engineer

Hazard Marker Sign :-Providing and fixing sign

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size 90x30

cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with

12 bestquality epoxy coatings in black and white 10 Each 3518.69

bends. The details of symbol for each board shall be

as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x

x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting

Flexible Median Marker : Providing and Fixing of

Flexible Median Marker that are made of tough,

high impact resistant, injection-molded,

thermoplastic body with property of flexibility to

provide high durability. The dimension of Flexible

Median Marker should not exceed 18.4 cm in

height(including shank height),12.5 Cm in width.

,0.65 cm in thickness and shank depth shall be

cm The body structure shall be rounded at all its

corners and edges. The plastic used for molding the

Flexible Median Marker should survive impact load

of 5kg continuously for 750 times at room

temperature. The logo of the manufacturer shall be

13 embossed on either side of the body in the injection 350 Each 271.69

molding process. The Median Marker shall have

flame like shaped body with, fluorescent yellow

color retro-reflective sheeting of size not less than

90 Cm square, with fully reflective micro prismatic

cube corners as its retro-reflective elements as per

IRC 67 2012 and ASTM D4956-09 type XI

specifications reflectivity values. The retroreflective

sheeting shall be one or both sides of the Flexible

Median Marker and shall be edge protected with no

exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible

Median Marker shall be fixed by a combination of

epoxy adhesive and grouting as recommended by

Providing and and Engineer

fixing 0.9 Metrein charge.

high Chain link with

1.20 Metre long 50mm x 50 mm x6 mm M.S. Angle

posts , and galvanised chain link jali with 40mm x

40mm x 5mm angle frame including 1 coat primer

14 and 2 coat of enaml paint fixed at 1.50 Mt,C/c. in 1260 Sqmt. 2207.02

1:2:4 (1Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) concreting,

including the cost of footing.

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

PROPOSED FOOTPATH & MUZ & PARKING AREA

Sr. No. Description Quantity Unit Rate Amount

Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and

trees girth up to 300 mm removal of stumps of

1 trees cut earlier and disposal of unserviceable 0.7 Hectare 34796.29

materials(D) By mechanical means in area of thorny

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

3 Carriage of Earth. 3km. (upto 10 ton) 2086 CUM 76.64

Providing & laying spreading and compacting

150mm thick WBM Grade - II of B.T.M.C. metal

mm to 63 mm size (Crushed Metal) 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,

4 hand packing, rolling with vibratory roller 8-10 955.5 CUM 2249.56

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

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

cement : 3 coarse sand : 6 Machine cut stone

aggregate 40mm nominal size ) and curring

complete including cost of formwork in (a)

Foundation and plinth

Providing and laying noninterlocking, paver blocks

60mm thick M-40 grade of specified thickness, size,

grade of concrete and colour machine made and

high density of as per approved sample of approved

make for footpath, parking areas, service lanes,

cross over and other areas as mentioned in the

drawing. Including providing and laying 50 to

mm thick average bedding layer of coarse sand

below paver block as per required grading and

specification. Laid paver block shall be mechanically

compacted. The work of the paving blocks shall be

executed in line and level by skilled mason of

flooring work only. Small size of paver block with

6 same specifications shall be used at residu or at 5250 SQM 1262.5

end. It should be laid in such a way that the no

cutting of the paver block to be necessary. If cutting

of paver block shall be required, than cut by

machine only and laying to be done by skilled

flooring mason. The Finished surface of the paver

block shall have coarse sand texture finish. Paver

blocks shall be compacted and shall be relaid if

necessary. Actual laid area shall be measured and

paid without any wastage.A) 60mm thick M35 grade

Paver block of size 200mm x 200mm &

100,100,300mm*200 mm & 200mm*100mm. Rates

depends on no.s of 100x100,

200x100,200x200,300x200 used per sqmt.

Pre cast concrete kerb Providing and fixing 2.5Mpa

Grade of concrete precast exposed pimple texture

finish kerb stones of steel mould Vaccum wet

pressed machine approved make as per approved

sample of any size and any type. Kerbs shall be fixed

on the foundation prepared as per approved design.

The rate shall also include for erecting and fixing the

pieces in position for complete kerb system with

Half Batter Profile type of kerbs including necessary

accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb shall be fixed as paper joint without

any jointing material. However cement mortar shall

be provided at the backside of kerb stone joint.

(Sample must be approved) Cost of excavation,

cutting , base , side filling shall includes as directed

engineer - incharge. (b) HB 600x300x150mm.

Providing and laying controlled cement concrete

M.200 and curing complete including the cost of

formwork but excluding the cost of reinforcement

8 for reinforced concrete work in (A) Foundations, 117.6 Cum 4711.25

footings, Base of columns and Mass concrete. With

supplying and stacking of good earth + cattle

manure minimum 100 mm thick each material at

site including royalty and carriage upto 5 km lead

complete including Mixing earth and sludge or

manure and Spreading of sludge, dump manure

and/or good earth(earth measured in stacks will be

reduced by 20% for payment)

Plantation of Trees, Shrubs, Hedge, ground covers

and seasonal plants at site i/c watering and

removal of unsaverieable material’s as per direction

of officer in charge (excluding cost of plant &

water). - Trees plant

Plumeria alba height 165-180 cm. with 3-4

branches and thick stem in big size HDPE bag

Azadirachta indica ( Neem ) height 120-130cm in

polybag size 25 cm

Cassia siamea height 150-165 cm. in poly bag size

Providing and fixing shot blasted 75 mm thick Tree

Grating 800*800*75 mm as per design and drawing.

The rate shall be inclusive of providing and laying

to 80 mm thick average bedding layer of coarse

sand below tree grating as per required grading and

specification. The centre of the grating to be same

as the centre of the tree trunk. The grating to be

pieces as per drawing. The work of the grating

blocks shall be executed in line and level by skilled

mason of flooring work only.

Providing and fixing M. S. tree guard 45 cm circle in

plan, height 2.10 metre. The vertical members

shall consist of 3 nos. flat iron of size 20x2 mm,

m long, one at each corner. The vertical members

shall be welded to 3 nos. 20x3 mm M. S. flats placed

horizontally around the vertical member of the

cage. Tree gaurd consist 40x 90 mm , 13 gauge

Weldmesh jali One name plate of 1 mm thick M.S.

sheet of size 250x100 mm shall be welded to the

tree guard and lettered name as per approved

15 name. The tree guard shall be fixed to the ground 280 Each 1091.37

by making suitable holes and by embedding four

corners leg in the ground, including refilling the

earth, compaction etc. complete with fabrick net

around the tree gaurd. The tree guard shall be

painted with two or more coats of synthetic enamel

paint of approved brand and manufacture over a

coat of primer, complete in all respect.

Pre cast Cylindrical Bollard Providing and fixing

exposed fair finish, factory made cylinder pre-cast

bollard of size 800mm high and 280mm dia of

approved make, made in M-30 grade reinforced

cement concrete and as per drawing. Sample

shall be approved.Rate shall be inclusive of precast

bollard with all accessories required for fixing,

transportation, loading and unloading charges. The

rate shall also include for erecting and fixing the

bollard in position etc complete as per drawing.

The rate shall also include the cost of excavation,

base PCC M15 grade and finish good, rendering

(if required) etc complete as directed by engineer

Renovation of manhole by increasing the height at

top including cost of excavation, refitting of c . I.

manhole frame and cover curing etc. complete incl.

all carting and providing of materials which is

required for the purpose (except manhole frame

17 and cover) - For all type manhole by providing RCC 25 NO 3880.1

1:2:4 Partition walls with required reinforcement

cm thick and circular opening with 500mm clear dia

and 0.40 mt. av.

RCC precast M.H. Frame & Cover Manufacture.

supply & Delivery at store or at site of work precast

RCC M.200 Frame & cover suitable to drainage M.H.

and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flot, curing mold work

etc. - heavy duty Frame suitable for 50cm opening

19 Cover suitable for 50cm opening of MH 25 NO 1173

Supplying, fixing, and installation of Precast terrazzo

bench with backrest curvilinear design, made using

OPC (Ultratech/Birla White/JK White), coloured

crushed stone aggregates, 90% silica sand, AR glass

fibers (Roving AR2500H103 & Chopped Strand

20 ACS13PH901X), Fe 415 steel reinforcement, 20 NO 22468.22

plasticizer & polymer admixtures, and pure iron

oxide pigments. Suitable for indoor/outdoor use as

per design selected by engineer in charge.

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

RCC PIPE CULVERT WITH CHAMBER

Sr. No. Description Quantity Unit Rate Amount

Providing and supplying ISi Standard R.C.C. pipes(of

Sulphate Resisling Cement) in standard lengths of

following class and diameter suitable for either

collar joints or rubber ring joints Including oll taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading. conveyance

to departmental stores, stacking etc. complete. (IS.

458/ 1989) Class NP3 Test Pressure NP3 0.70Kg/Sq

CM Pipe - Vertically Cast

For 900 mm Dia Pipe

Lowering, laying and jointing R. C. C. pipes in C. M.

1:1 1/2 of following diameters in proper position,

grade and alignment at all level as directed by

Engineer-in-charge including conveyance from

stores to site of work, labour, giving hydraulic

testing as per ISI code. Class NP3 Pipe

900 mm Dia Pipe

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and line

including safety provisions using site rails and

3 stacking excavated stuff including up to all required 51 Cu Mt 155.25

lead cleaning the site etc. complete for all lifts and

strata as specified

0.00 To 1.50 Mtr

For In all sorts of soil and soft murrum

----As Above --- For In hard murrum, boulders incl.

1.50 To 3.00 Mtr

3.03 In hard murrum, boulders incl. macadam road. 275.64 Cu Mt 205.85

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of

columns and Mass concrete

Providing and laying controlled cement concrete

M.200and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of foundation

level upto floor two level

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

7 concrete work in © Slabs,landing,shelves,Balconies 11.592 Cu Mt 4504.96

Lintels, Beams, Girders and Cantilever upto floor

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers

9 not exceeding 20 cm. in depth consolidating each 120.4 Cu Mt 130.39

disposited layer by ramming and watering.

Refilling the pipeline trenches incl. ramming,

10 watering, consolidating desposal of surplus stuff as 220.99 Cu Mt 25.3

directed within a radius of 3 km

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 below supporting floor to

11 ceiling not exceeding 4 M. and removal of the same 32.32 Sq Mt 173.4

for in situ reinforced concrete and plain concrete

work in. (A) Foundations Footings Bases of Columns

etc. and Mass concrete.

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 below supporting floor to

ceiling not Exceeding 4 M. and removal of the same

for in situ reinforced concrete and plain concrete

work in. (C) Vertical surface such as walls (any

thickness) partitions and the like including attached

buttresses & string course & the like.

Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering trutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not Exceeding 4 M. and removal of the same

for in situ reinforced concrete and plain concrete

work in. (B) Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1)

Floors etc. upto 200 mm in thickness.

Providing 15mm thick cement plaster insingle coat

on Rough (Similar) side of single or half brick walls

14 for interior plastering upto floor two level and 50.6 Sq Mt 176.58

finished even and smooth in (i) Cement mortar 1:3

(1- cement : 3-sand ).

Providing and supplying including fixing of FRC

catpit frame and cover as per required with suitable

opening, The FRC catchpit features a robust frame

with a size of 36” x 36” (900 x 900 mm), a thickness

of 7” (175 mm), and a weight of 159 kg. The cover

measures 30” x 30” (750 x 750 mm) with a thickness

of 4” (100 mm) and a weight of 117 kg. It provides a

clear opening of 24” x 24” (600 x 600 mm) to

facilitate access. The durable construction ensures

reliability for heavy-duty applications, meeting

stringent performance standards including cost of

transportation, loading, unloading, fixing as per

instruction given by engineer in charge for suitable

size of chamber size.

Dewatering by pumping set of required capacity

including temporary platform carting pumping at

16 site and fixing the same in position including all 1600 Hp/Hr 21.07

accessories. and fuel and labour etc. complete

Demolition including stacking of serviceable

17 materilas anddisposal of unserviceable materials 10 Cum 1057.85

with all lead and lift. (i) R.C.C. work

Making Job Connection Of Existing Manhole

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

PROPOSED NP3 600 MM STORM WATER DRAINAGE

Sr. No. Description Quantity Unit Rate Amount

Providing and supplying ISi Standard R.C.C. pipes(of

Sulphate Resisling Cement) in standard lengths of

following class and diameter suitable for either collar

joints or rubber ring joints Including oll taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading. conveyance to departmental

stores, stacking etc. complete. (IS. 458/ 1989) Vertically

250 mm Dia RCC NP3 - 0.70Kg /Sq Cm

-- As Above--- For 600 mm Dia RCC NP3 - 0.70Kg /Sq Cm

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1

1/2 of following diameters in proper position, grade and

alignment at all level as directed by Engineer-in-charge

2 includingconveyance from stores to site of work, labour, 175 Rmt. 111.55

giving hydraulic testing asper ISi code.

250 mm Dia RCC NP3 - 0.70Kg /Sq Cm

2.01 600 mm Dia RCC NP3 - 0.70Kg /Sq Cm 700 Rmt. 301.53

Excavation for pipe line trenches For Watersupply,

Sewerage Line, Manhole Etc. all With Shoring and

Struting If Required as per required Graddient and line

Including Safety Provisions Using Site Rails and Stacking

Excavated Stuff Inlcuding Up To all Required lead

3 Cleaning the Site etc. Complete for all Lifts and Strata as 1310.05 Cu Mt. 102.35

specified - 0.00 To 1.50 Mtr - With Chamber

In all sorts of soil and soft murrum

;---As Above--- For hard murrum,boulders,incl. Macadam

1.50 To 3.00 Mtr

3.02 In soft rock and/or masonry in CM or L M or Lime 1778.15 Cu Mt. 205.85

3.00 To 4.50 Mtr

3.03 In soft rock and/or masonry in CM or L M or Lime 13.21 Cu Mt. 215.05

Refilling the pipeline trenches incl. ramming, watering,

4 consolidating desposal of surplus stuff as directed within 3824.47 Cu Mt. 25.3

a radius of 3 km

SEWER MANHOLES:- Providing and constructing Sewer

manholes, scraper manholes and unit house connection

chamber, as per the type design in brick masonary in C.

M. 1:3 and outsice plastering in C. M. 1:3 necessary

coping in R.C.C.M. 200 fixing C. I. steps and fixing

manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house

connection chambers and fixing Manhole covers(but

excluding supplying of manhole covers) over scraper

5 manhole etc. complete, providing and fixing safety chain 30 No. 24283.4

wherever necessary as per the stipulations in the type

desing complete (excl. excavation).

Manhole type "B" circular type having inside diameter of

minimum 1500 mm and for depth from 1.5 M 10 4.0 M

(for 150 mm to 600 mm dia sewers) Manhole type "B" as

above but upto 1.5 M depth,.

Extra deoth bevond 1.5 M but unto 4.0 M depth for type

"B" manhole above.

Conslfuclion of valves chambers., brick or bela stone

masonry, locally available in C. M. 1 :6. Foundation

concreIe 150 mm thick In C. C. 1 :4:8 of lrap metal si2e

25 mm 10 40 mm thick, inside cement plaster in C. M, 1:3

and cemenl pointing outside in C. M. 1:3 and top cover of

precast RCC slab I 00 mm thick (with key hole In two

parts, each with handles or MS Bar etc. complete as

given size) Upto 1 Mt. depth from G. l. to pipe invert

level incl. complete civil works but excl. cost of

excavation and refilling, with cast in situ RCC slab in one

single piece with fixing of CI-MH Frame and cover (excl.

cosl of CI-MH Frame and cover) with 23 mm thick brick

masonry wall in C.M, 1:6. Size of chamber 0.60 m x

m and 1.0 mt deep -do -in single pieee

Providing and supplying including fixing of FRC catpit

frame and cover as per required with suitable opening,

The FRC catchpit features a robust frame with a size of

36” x 36” (900 x 900 mm), a thickness of 7” (175 mm),

and a weight of 159 kg. The cover measures 30” x 30”

(750 x 750 mm) with a thickness of 4” (100 mm) and a

weight of 117 kg. It provides a clear opening of 24” x 24”

7 (600 x 600 mm) to facilitate access. The durable 65 No. 4768.97

construction ensures reliability for heavy-duty

applications, meeting stringent performance standards

including cost of transportation, loading, unloading, fixing

as per instruction given by engineer in charge for suitable

size of chamber size.

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

PROPOSED UTILITY CONNECTION, ROAD FURNITURE

Sr. No. Description Quantity Unit Rate Amount

Utility Survey and Mapping Conducting Utility

survey mapping for total ROW of totallength (both

side) of road before starting the work. Allexisting

utility services like sewerage, water mains,storm

water drainage pipe lines,

telecommunications,electricity, gas line, other

services etc. Trial pits to becarried out up to

meter depth @ every 250 meteralong the major

utilities for final detection and validationof the

previous data generated. The Contract will have

toback fill and compact the pit using approved

material.Contractor shall generated of drawings in

scale of 1:1000with all under ground utilities

showing all Manholelocations, junctions box

locations, ventilating columns,poles, streetlights

and all surface features related toutilities.

Contractor shall submit Five (5) numbers ofcopies of

drawing of A1 size to engineer in charge.The

drawings shall also be submitted soft copy

in“AutoCAD” format with any type of media.

Paymentshall be made only along the length of

centreline ofroad.

Regulatory / Mandatory Sign :-Providing and fixing

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

cms. Dia Circle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with

2 bestquality epoxy coatings in black and white bends. 6 NO 3540.12

The details of symbol for each board shall be as per

the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 80 x 60 cms

rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11

as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality epoxy

3 coatings in black and white bends. The details of 4 NO 5906.48

symbol foreach board shall be as per theinstruction

of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty

for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective

Cautionary Warning Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90 x 90 x

cms. equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956

and latest .O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted

4 with bestquality epoxy coatings in black and white 6 NO 3906.19

bends. The details of symbol for each board shall be

as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x

x 60 Cms. for each leg ncluding excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting

Directional board : -Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of

as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of 50x50x5mm; painted with

bestquality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per

the instruction of engineer in charge. The fixing at

site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

STOP Sign :-STOP Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90 cms.

Octagonal as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with

6 bestquality epoxy coatings in black and white bends. 5 NO 6704.36

The details of symbol for each board shall be as per

the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Decorative infromation type 1: Providing, supplying,

and installing informative signage made of weather-

resistant Corten Steel (Weathering Steel) or

alternatively Mild Steel (MS) with rust-finish

coating, including all labour, materials, and civil

work. The signage shall have an overall height of

2100 mm (7 feet approx.), 450 mm base width, and

150 mm depth, consisting of modular blocks: top

block for wayfinding (900 mm), middle block for

logo display (450 mm), and bottom block for

additional directions (750 mm). The signage shall be

finished with exterior-grade polyurethane coating

7 for weather protection and UV stability, and 2 NO 75750

lettering shall be done using 3 mm laser-cut acrylic

with white reflective material for nighttime

visibility. The signage includes base fixing with

proper foundation, alignment, and civil anchoring

works. All components including LED backlighting,

SS fasteners, and installation accessories shall be

included to deliver a complete and functional

signage unit as per approved design and directions

of Engineer-in-Charge.

Decorative infromation type 2: Providing, supplying,

and installing outdoor informative signage panels

made from 3 mm thick Aluminium Composite Panel

(ACP), including all materials, printing, mounting

frame, labour, and associated civil works. The

signage shall include UV-resistant digital print with

anti-glare lamination for outdoor durability and fade

resistance, mounted over a powder-coated Mild

Steel (MS) frame or galvanized structure for

strength and stability. The panel dimensions shall be

600 mm width × 1500 mm visible height (excluding

foundation depth) with a total height of

approximately 2100 mm above ground level. The

8 system shall include optional protective transparent 2 NO 50500

acrylic or glass layer for longevity. The signage shall

be firmly anchored using a suitable RCC foundation

of approx. 450 mm × 450 mm × 450 mm with

embedded MS posts for fixing. All work to be

completed as per approved design, ensuring

weather resistance, long life, and clear readability,

including transportation, excavation, fixing, curing,

and finishing, as directed by the Engineer-in-Charge.

Decorative infromation type 3: Providing, supplying,

and installing informative signage made of 3 mm

thick Aluminium Composite Panel (ACP) with UV-

laminated digital print on front surface, including all

materials, structural frame, labour, and civil works.

The signage shall be supported on a powder-coated

Mild Steel (MS) or Aluminium Hollow Section frame

with rounded edges, fabricated in dual-tone finish

(e.g., white and bronze/gold) and optionally cladded

with ACP or powder-coated GI plates for added

durability. The overall signage height shall be

mm to 2000 mm (approx. 6 to 6.5 ft), width

mm to 700 mm, and depth 50 mm to 100 mm

9 including frame. The signage shall be mounted on 2 NO 50500

RCC foundation pit (minimum 450–600 mm deep

with 300 mm × 300 mm RCC block), using anchor

bolts or embedded directly into the

landscape/hardscape. The work includes site

preparation, excavation, RCC casting, fixing,

finishing, and installation as per approved design

and as directed by the Engineer-in-Charge. All

signage components shall be tamper-resistant,

vandal-proof, and weather-resistant as per urban

signage standards (IRC:67-2012).

Decorative regulatory type-1: Providing, supplying,

and installing complete regulatory sign

assemblies—including all materials, skilled labour,

transport, excavation, civil works, and

incidentals—as per IRC 67-2012. Each assembly

shall comprise: (i) one top rectangular board of size

1000 mm (L) × 250 mm (H) × 3 mm thick, and (ii)

two circular boards of 600 mm diameter × 3 mm

thick; all boards fabricated from 3 mm Aluminium

Composite Panel (ACP) sheet, faced with high-

quality UV-stabilised digital prints or Class-I retro-

reflective vinyl graphics, weather- and fade-

resistant for a minimum of 5–7 years. Boards shall

10 be edge-sealed and riveted to a hot-dip-galvanised / 4 NO 45450

powder-coated Mild-Steel central pole of 100 mm

Ø, rising 2400 mm above finished ground and

finished in matte or glossy rust-resistant coating.

The pole shall be encased at its base with a

decorative “blue mosaic” wrap—either vitrified

mosaic tiles (20 × 20 mm or 25 × 25 mm) or digitally

printed ceramic cladding panels—over an RCC or

MS drum, dimensions 450 mm height × 300 mm Ø,

bonded with waterproof epoxy. Foundation shall

consist of an RCC pit 600 mm deep × 300 mm Ø

(min.), fitted with anchor bolts, properly cured, and

back-filled. Work includes site setting-out,

excavation, concreting, pole erection, grouting,

finishing, cleaning, and handing over of fully

Decorative regulatory type-2: Providing, supplying,

and installing tree-shaped regulatory signage with

all materials, labour, fabrication, transportation, and

civil work complete as per approved design and

IRC:67-2012 standards. The signage shall include a

trunk and branch structure fabricated from CNC-cut

3–5 mm thick Mild Steel (MS) sheet or frame,

powder-coated in rust-orange or wood-textured

finish, with an overall height of 2400 mm to

mm (approx. 8 to 9 ft) and trunk width tapering

from 300 mm to 400 mm. The central signage (oval

leaf) shall be made of 3 mm thick Aluminium

Composite Panel (ACP) with UV-coated surface in

11 matte grey, featuring high-quality vinyl or UV- 2 NO 70700

printed graphics and black text in reflective or matte

vinyl cut letters, sized 1000 mm (H) × 750 mm (W).

The crown leaves (circular green elements) shall be

fabricated from ACP or 10 mm Acrylic sheets with

green reflective film, diameter 350 mm each, fixed

using welded MS circular frames with cladding.

Optional LED or glow-in-dark finish may be provided

for enhanced visibility. The entire structure shall be

fixed in a robust RCC foundation block of size

mm (W) × 1000 mm (L) × 600 mm (D), including

excavation, concreting, grouting, and proper curing.

All works shall be executed to deliver a durable,

vandal-resistant, and visually appealing urban

signage system as directed by the Engineer-in-

Decorative regulatory type-3: Providing, supplying,

and installing regulatory parking signage with all

materials, labour, and civil work complete as per

approved design and IRC:67-2012 guidelines. The

signage shall include a white rectangular sign board

of size 450 mm × 450 mm, made from 3 mm thick

Aluminium Composite Panel (ACP) with white UV-

laminated vinyl graphics printed using high-

resolution eco-solvent or UV printing technology,

displaying icons and text for two-wheeler/four-

wheeler parking. The board shall be mounted on a

75 mm to 100 mm diameter Mild Steel (MS) pipe

pole, powder-coated in matte black or grey finish.

12 The pole shall have a laser-cut "P" element (height 8 NO 35350

600 mm, thickness 10 mm) made from acrylic,

optionally backlit with LED strip and finished with

UV-resistant blue translucent vinyl or acrylic sheet.

The total pole height shall be 2500 mm above

ground level. The entire assembly shall be fixed over

a robust MS box base or RCC pedestal, with

anchoring into a 600 mm deep RCC foundation (300

mm × 300 mm) using foundation bolts and anti-

corrosive protection. The work shall include

excavation, base concreting, fixing, alignment, and

finishing, complete in all respects as per the

instructions of the Engineer-in-Charge.

Decorative warning sign: Providing, supplying, and

installing warning signage with triangular ACP sign

board, including all labour, materials, and necessary

civil work, as per IRC:67-2012 standards and

approved design. The triangular sign board shall be

fabricated from 3 mm thick Aluminium Composite

Panel (ACP) of size 800 mm (base) × 700 mm

(height) with aluminum trim or powder-coated edge

molding. The board shall display UV-printed or vinyl

graphics, with the "MAHESANA" letters on top

made from 3 mm or 5 mm laser-cut acrylic, finished

in red gloss or powder coat, mounted on a 900 mm

long aluminum flat or MS support. The sign board

13 shall be mounted on a 2400 mm high (above 5 NO 35350

ground) Mild Steel (MS) or Galvanized Iron (GI) pipe

of 75–100 mm diameter, powder-coated or metallic

painted. The base shall consist of an MS square

pedestal (300 mm × 300 mm × 250 mm) with anti-

corrosive primer and paint. The signage shall be

securely anchored in a 500–600 mm deep RCC

foundation pit with anchor bolts and M20 concrete.

The work shall include excavation, concrete casting,

sign board fixing, alignment, finishing, and handing

over of complete signage in accordance with

Engineer-in-Charge instructions.

Providing ond supplying of Closs SN8 Structured

Wall polyethelene Piping systems (Pipe with

online/offline coupler ond elostomeric sealing ring)

with non-smooth External Annular Corrugated and

Smooth Internal Surfaces (Double Wall) for non-

pressure underground Sewerage & Drainage

application as per EN: 134 76-3 including all local

ond central laxes, transportation, freight charges,

octroi. inspection charges, loading , unloading,

conveyance to the departmental stores etc.

complete.(ID Dia) --300 MM

Lowering, laying and jointing of class SN

structured wall ( External Annular Corrugated &

Smooth Internal surface) Polyethylene Piping and

fittings with the help of coupler ( on line / off line )

attached with one end of pipes, sliding over the

elastomeric sealing rubber ring placed on the

specified valley of the corrugation at the spigot end,

lowering the same into the trench at all level, laying

on the lower bedding (constructed at bottom of

trenches) at prescribed gradient.depth & alignment

,testing the water tightness of the joints, ensuring

the continuity tests of specified pipe segments etc.

complete as per drawing.specifications & detailed

engineering, including carriage of pipes & fittings

from site stacks to the place of laying etc. as per

direction of Engineer-in-charge.

Making trench in Hard Murrum / Tar Road of

suitable width of 90 cm or required depth for laying

16 any size of cable or locating the fault all over the 1400 Mtr. 74.74

run and back filling the same and making the

surface as normal ground.

Providing & laying approved make Double walled

corrugated pipes (DWC) of polyethylene(conforming

to IS 14930 II )with necessary connecting

accessories of same material at required depth in

existing trench for laying of cable. below ground /

road surface for enclosing cable (A)50 mm outer dia

Conslfuclion of valves chambers., brick or bela stone

masonry, locally available in C. M. 1 :6. Foundation

concreIe 150 mm thick In C. C. 1 :4:8 of lrap metal

si2e 25 mm 10 40 mm thick, inside cement plaster

in C. M, 1:3 and cemenl pointing outside in C. M. 1:3

and top cover of precast RCC slab I 00 mm thick

(with key hole In two parts, each with handles or

MS Bar etc. complete as given size) Upto 1 Mt.

18 depth from G. l. to pipe invert level incl. complete 70 Each 5751.15

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. cosl of CI-MH

Frame and cover) with 23 mm thick brick masonry

wall in C.M, 1:6. Size of chamber 0.60 m x 0.60 m

and 1.0 mt deep -do -in single pieee

Providing and supplying including fixing of FRC

catpit frame and cover as per required with suitable

opening, The FRC catchpit features a robust frame

with a size of 36” x 36” (900 x 900 mm), a thickness

of 7” (175 mm), and a weight of 159 kg. The cover

measures 30” x 30” (750 x 750 mm) with a thickness

of 4” (100 mm) and a weight of 117 kg. It provides a

clear opening of 24” x 24” (600 x 600 mm) to

facilitate access. The durable construction ensures

reliability for heavy-duty applications, meeting

stringent performance standards including cost of

transportation, loading, unloading, fixing as per

instruction given by engineer in charge for suitable

size of chamber size.

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

20 materials and disposing off the excavated stuff 2816.52 Cum 149.67

upto 50 Meter lead.(B) Dense or Hard soil

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers

21 not exceeding 20 cm. in depth consolidating each 2604.78 Cum 130.39

disposited layer by ramming and watering.

22 Carriage of Earth. 3km. (upto 10 ton) 211.74 Cum 76.64

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

ELECTRIC :- DECORATIVE LIGHT INSTALLATION WORKS ON MUZ AND SHIFTING AND REFITTING AND SITC OF

STREET LIGHT AND PROPOSED HIGH MAST AT JUNCTION

Sr. No. Description Quantity Unit Rate Amount

Providing and fixing 4.0 Meter high Decorative MS

Pole fabricated from heavy-duty Mild Steel (MS)

pipe of 76 mm outer diameter (acceptable range

65–76 mm) with minimum wall thickness of

mm, including base plate of 200 mm × 200 mm ×

mm thick MS plate, fully welded and ground

smooth. The pole shall be complete with internal

DIN rail mounting arrangement for MCB/junction

connection fixed on standoffs, cable entry provision

at base, and earthing terminal. The entire assembly

shall be finished with outdoor-grade polyester

powder coating (minimum 60–80 microns) in black

or grey color for corrosion resistance and aesthetic

1 appearance. The pole shall be supplied and installed 140 Each 20200.0

With 1:2:4 cement concrete foundation & 70 % PCC

from bottom including excavation for the pole of

size 45 x 45 x 45 cm. Deep in below ground level

with plinth of 45 cm x 45 cm (or 45 cm dia x 45 cm)

high upper ground level with necessary curing and

finishing in approved manner., grouting, wiring

connection, and testing as directed by the Engineer-

in-charge. Complete in all respects including

transportation, loading, unloading, erection,

alignment, and commissioning at site. Total Pole

50W Post top lantern type light fixtur

Supplying and fixing 50W LED Post Top Decorative

Lantern type light fixture made of pressure die-cast

Supplying & erecting IP 55 grade following size

section pillar fabricated from joint less M.S. Sheet

with angle iron legs made from jointless M.S. Angle

with cable clamps to be buried in ground to have

appropriate erection to work uniform until erected

with cement concrete foundation and 45 cm high

bricks work finishing with plaster etc. hinged double

door internally supported on both side, with

internal and outside looking arrangement with look

and keys in duplicate 35 x 35 x 5 mm M.S. Angle of

Two Nos. one is welded and other with nut and bolt

for erecting Bakelite sheet. Painting the Section

Pillar inside and out side with three tank powder

coated paint. section pillar roof should be without

joint with water leakage proof & tested as per IP

test & followed by IS 2147 of 1962 (B) 75 X 60 X

cm section pillar fabricated from 16 Gauge MS

Sheet with angle iron legs 45 cm long made from

X 35 X 5 mm thick MS angle.

Supplying and erecting nuwood 12 mm thick on

existing angle iron frame.

Supplying & erecting approved make Digital time

switch having lithium cell 6 years operative and

operate battery backup 1 channel day clock with

memory programme, suitable to operate on 240V +

5%, 16A with, floating contacts Minimum switching

setup time 1 minimum & LCD display. Also

comprised permanent ON/OFF switching.

Programming switches & housed in fire proof

thermoplastic enclosure & transparent cover

erected as required with necessary connection

erected as directed.

Providing and erecting approved make light control

unit suitable to operate on 230V +20% having

ON/OFF delay time of 30-50 seconds and having

facility for Auto/manual system having two LDR lens

to intensity light having capacity of 5A complete

erected on section pillar with pipe and stand.

Supplying & erecting power contactor ,AC3 duty for

6 time switch complete erected as per direction Cat III 4 Nos. 2782.6

(D) 4 pole 440V 40 Amp.

Providing and erecting Approved make Four pole

moulded case circuit breaker having breaking

capacity ICU of 25 KA. at 415 V,having normal

current rating up to 25 A to 100A. with Fixed

7 thermal & magnetic release suitable to work on A.C. 4 Nos. 6173.1

supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in

existing 16 G.M.S. housing. ICS=100% of ICU only

providing and erecting Miniature circuit breaker

single pole 0.5A to 2A system and having breaking

8 capacity 10 KA to be erected in existing box. 11 Each 270.7

confirming to IS 8828/1996 with ISI Mark

Providing and erecting Approved make RCCBs

conforming to IS: 12640 and having sensitivity of

mA and Short Circuit withstand capacity of 10 KA

and suitable for operation on 3 phase and neutral

9 415V,50Hz. having characteristic of quick action & 4 Nos 2637.1

tripping with all advance feature & do not

incorporate any electronic component for following

Max. rating erected as directed. Rating - 40 Amp FP

Providing and erecting AC-3 duty 3 pole power

contactor with 2 NO & 2 NC aux contacts complete

10 with 415V/220V operating coil suitable for (L&T, 4 Each 4793.5

BCH,T.C., Siemens, C&S make). (B) for 40 A rating

Providing and erecting Approved make Earth fault

Relay suitable to mount with inter connection

suitable to following size of moulded case circuit

breaker having CT ratio & MCCB rating as following

along with shunt trip 220V AC. with all internal

connections & complete erected in existing

M.S.housing. (1) 15 A -100 A , CT Ratio 1/100

Supplying and erecting triple pole & neutral 440V/

500V panel mounting Aluminium Busbars with four

equal Nos. of bus having current density not more

than 0.8 Amp. / sq.mm (Rated current / cross

section area) duly wrapped with colour insulating

tape for phase sequence of following current

carrying capacity, erected with necessary bus bar

supports /insulators, main cable socket to each

busbar,erected in existing cubical panel with

necessary connections.(A) Suitable for 100 Amp.

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

13 breaking capacity & confirms to IS :8828 in existing 4 Nos. 737.3

box having following capacity (c)63 Amp. Cat.III

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

14 breaking capacity & confirms to IS :8828 in existing 6 Nos. 668.6

box having following capacity (b)40 Amp. Cat.III

Pro. & erecting electronic overload relay with single

phasing preventer [ (L&T, Alstom, BCH,T.C.,

Siemens, C&S make). [a] for 30 to 50 Amp.

Supplying & erecting in earthpit 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 50 mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal

dia of 12 mm 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.(approved make OEM has to submit test

certificate including value of earth resistane of

16 installation.) & having back filling compound of (B) 4 Nos. 4591.5

Inner Chemical (CCm Compound) - Resistivity :-

Ohm/meter testing as per IEC 62561-2017 , Voltage

Drop :- < 1 volt at no load & dry form , Sulpher

content :- <2% .(C) Back filling copound :- Earthing

compound should be capable to retain moisture for

log time. Necessary test report must be submitted.

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

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Providing and erecting Pipe type earthing having

150 cms.long and 2.5 cms. dia. galvanised iron pipe

17 with coupling and buch buried in specially prepared 143 Nos. 823.2

earth pit complete with necessary 8 SWG earth wire.

For using salt and charcoal / coke as required for

pipe type earthing.

Supplying and erecting Flexible PVC insulated multi

strand multi core 1.1 kv grade ISI marked copper

19 wires of following size to be erected as directed. (e) 150 Mtr. 46.5

1.50 Sq.mm 3 core round PVC sheathed

Supplying and erecting Flexible PVC insulated multi

strand multi core 1.1 kv grade ISI marked copper

20 wires of following size to be erected as directed. (k) 20 Mtr 176.8

4.00Sq.mm 4 core round PVC sheathed

Providing and erecting XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of

following size of cables. (B) 4 core 6 Sq. mm

Providing and erecting XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium conductor

for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench / pipe of following size of

cables (A) 4 core 16 Sq. mm

Making trench in Hard Murrum / Tar Road of

suitable width of 90 cm or required depth for laying

23 any size of cable or locating the fault all over the 1712.5 Mtr. 74.7

run and back filling the same and making the

surface as normal ground.

Providing & laying approved make Double walled

corrugated pipes (DWC) of polyethylene(conforming

to IS 14930 II)with necessary connecting

accessories of same material at required depth in

existing trench for laying of cable. below ground /

road surface for enclosing cable (A) 50 mm outer dia

Solder less crimping type Aluminium lugs

conforming to IS suitable for cable of following size

evenly crimped with high pressure tool & connected

25 to switchgear terminals with brass/cadmium plated 250 Each 6.1

nut bolts in an approved manner. (A) 1.5/ 2.5/4/6

Solder less crimping type Aluminium lugs

conforming to IS suitable for cable of following size

evenly crimped with high pressure tool & connected

26 to switchgear terminals with brass/cadmium plated 6 Each 15.2

nut bolts in an approved manner. (C) 16/25 Sq.mm.

Providing and, fixing heavy duty flange type brass

double compression type cable gland with rubber

ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following

size of cables.(A) 3 & 1/2 / 4 core 25 Sq. mm

Providing and, fixing heavy duty flange type brass

cable gland with rubber ring for PVC insulated

28 armoured cable complete with out going tails, 8 Nos. 33.3

insulating tape etc for following size of cables. (a)

to 4 core 2.5 / 4 Sq. mm

Providing and, fixing heavy duty flange type brass

cable gland with rubber ring for PVC insulated

29 armoured cable complete with out going tails, 20 Each 38.4

insulating tape etc for following size of cables. (C)

to 4 core 10 Sq. mm

Providing and, fixing heavy duty flange type brass

cable gland with rubber ring for PVC insulated

30 armoured cable complete with out going tails, 6 Each 51.5

insulating tape etc for following size of cables.(e)

to 4 core 25 Sq. mm

Providing and erecting Annealed bare Copper wire

Providing and erecting required size HOT deep

Galvanised iron strip for earthing of H.T. , OCB/

ACB/ Transformer LT panel board, Motors etc. using

Dismantling the existing cables of all types & sizes

Supplying and erecting LED street light / Flood light

fittings with High power White LEDs wattage of

Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free

High pressure die cast aluminum housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass

with company mark/name engraved or embossed

160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver

efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The

Engineer incharge may select any wattage capacity

between the ranges shown.) (A) Street Light (IP-65),

Surge protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection.(iii)

Above 60 to 90 watts -- Cat-lll - For Existing Pole

Supplying and erecting LED indoor fittings with LEDs

of wattage 0.2 Watt to 0.5 Watt assembled on

single MCPCB, with housing used as a 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 casted body with

company mark/name

160V to 270V,Power Factor more than 0.95, THD <

CCT 3000 K to 6500K,

35 Luminaire efficacy> 85 lumens/watt , 3 Each 2161.4

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges

shown.) (I) Adjustable spot light with COB led having

aluminium reflector of following wattage (iv)

Supplying and erecting LED street light /Floodlight

fittings with Highpower White LED swattage of

Watt and above assembled on singleMCPCB,

efficiencymore than130 lm/wandcorrosion free

High pressure die cast aluminium housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company

mark/name engraved orembossed 160 to

270V,Power Factor more than 0.95, THD < 10 %,

CCT 3000 K to 5700K,Uniformity ratio>0.45,

36 Luminaireefficacy> 100 lumens/watt . LEDdriver 8 Each 10818.1

efficiency>85%.( fittingsrequiredLM-79&LM-

80certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED

fittings.TheEngineer inchargemay select any

wattage capacity between the ranges shown.

(B)FloodLight (IP-65), Surgeprotection-4KV integral

and ,Light must have 440VAC line supply with over-

voltage protection. (vii) 250 watts -CAT-III

(b) LED Bollard fittings of minimum height 600 mm

& dia.100mm having polycarbonate clear/milky

diffuser mounted on 3mm thick aluminium finished

powder coated pipe with base plate 160x160mm

with erection by M8x75mm fastner with required

RCC foundation.IP65 for 9 to 20 watt ,surge-4kv-

Supplying, erecting, testing, commissioning

approved make M.S. Polygonal High Mast Pole

having following general Specification.

(a) Polygonal Section fabricated from M.S. Plate

confirms BSEN 10025 & Hot deep galvanised

minimum 65/86 micron (as per IS 01461) Lantern

carriage with ring and rubber lines for erection of

luminaries of suitable site.

(b) Maximum telescopic section not more than four

(c) Double drum gear pipe motorised winch with

6mm dia S.S. Rod (For 16 mtr and above size)

(d) Approved make L.E.D. aviation light = 1 No.

Lighting arrestor = 1 No. with necessary wiring of

38 2.5 sq.mm 5 core ISI copper cable Unarmoured. 1 Each 150689.0

(e) Bottom most section suitable for mounting

reversible motor and switchgears having door not

more than 1400mm x 300mm with water proof

gasket & hinges & locking arrangement.

(f) Pole structure comprises suitable size of

reversible motor, cable and necessary switchgears

with control panel.

(g) bottom section shall have suitable size of

thickness supports ribs foundation bolts nuts etc.

(h) Item not comprises the cost of lanterns.

(i) Necessary Cement Concrete foundation as per IS

including testing & commissioning of the entire

structure for following size of High Mast poles.

Providing 1:2:414cement

Mtr. TOP A/F 105foundation

concrete Mm, BOTTOM

PCC from bottom including excavation for the pole

of size 60 x 60 x 120 cm. Deep in below ground level

39 with plinth of 45 cm x 45 cm(or 45 cm dia x 45 cm) 10 Each 1292.8

high upper ground level with necessary curing and

finishing in approved manner. ( for 7.5 & 8/8.5 mtr

Painting of Decorative Light Pole having post top

40 lantern complete with PU base primer and PU Paint 140 Nos 215.1

Painting of street light pole having post top lantern

41 complete with PU base primer and PU Paint on pole. 30 Nos 443.4

Drilling of 200mm dia Horizontal borehole for

walermain pipeline crossing under the road l11Cl i i

all strata wilft requried length incl fixing of 150mm

dia M.S casing pipe of minimum 5mm thick Or IRS

42 Gasing Pipe wilh pushing etc complete. pro10ding 30 Mtr. 443.8

and fixing various size of carrying pipe for 80mm dia

(Complete for 45 mt lenath). Without Water main &

with RCC Casing Pipe

Providing ond supplying ISi mark G. I. pipes with

Couplings of following class and diameter including

all taxes, insurance, transportation, freight charges,

octroi. inspection charges, loading, unloading,

43 conveyance to departmental stores. stacking etc. 30 Mtr. 689.0

complete. (IS -1239) (Not for well/tube well column

pipe), Including Laying & Jointing. Heavv Dutv

mm Dia. G.I.Pipe.

PointwiringforLight /Fan/Bell/PrimaryPoint with 2-

wireof1.5sq.mm(Green)bothareofISImarked1.1KVgr

insulatedmultistrandcopperwiresupto10mtr length,

inbelowtypeofpipe erected with6AModular type

switch / bell ush&accessoriesandearth continuity of

followingtype, erectedonPVC/Metallic/Woodenbox,

single mountingbaseframe

coveredwithtextured/metallic/whitefrontplatemodu

les erected on / inwall / ceiling as per pipe erected,

withnecessaryLamp holder/ceilingrose

/H.D.Connector asdirected.(a)withmediumclassRigid

PVC pipe and accessories erected flushed on

wall/ceiling complete - Cat. III

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand

SANAND NAGARPALIKA - SANAND

DISTRICT : AHMEDABAD

JUNCTION , SCULPTURE & OTHER

Sr. No. Description Quantity Unit Rate Amount

Box cutting the road surface to proper slope and

camber for making a base for road work including

1 removing the excavated stuff and depositing on the 11.3 cum 207.4

road side slope as directed upto 50Mt.lead.

Filling Available excavated earth ( excluding rock ) in

trenches, plinth , sides of foundations etc, in layers

2 not exceeding 20 cm . In depth consolidating each 28.26 cum 130.39

disposited layer by ramming and watering

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

cement : 3 coarse sand : 6 Machine cut stone

3 aggregate 40mm nominal size ) and curring 9.56 cum 3849.51

complete including cost of formwork in (a)

Foundation and plinth

Providing and laying controlled cement concrete

M.200 and curing complete including the cost of

formwork but excluding the cost of reinforcement

4 for reinforced concrete work in (A) Foundations, 3.27 cum 4711.25

footings, Base of columns and Mass concrete. With

Providing and laying controlled cement concrete

M.200 and curing complete including the cost of

5 formwork but exclusing the cost of reinforcement 1.88 cum 6201.76

for reinforced concrete work in © slabs

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- Coarse sand : 6- crushed stone

6 aggregates 20 mm nominal size) and curing 0.44 cum 4046.21

complete including cost of formwork in (A) Wall

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm.

8 in foundation and plinth in Cement Mortar 1:5. (1- 5.5 Cum 4051.78

Cement : 5 -fine sand)(B) Conventional

Providing and laying 18 mm thick polished granite

stone machine cut in single piece (Max. available) in

sill and jambs of door ,window,ventilation & lift wall

cladding,staircase flooring landing, risers & treads,

skirting laid over 10 mm thick cement mortar 1 :

(1 cement : 3 coarse sand) and jointed with grey

9 cement slurry with matching pigment incl. rubbing 12.56 Sqm 3465.31

and polishing,half rounding edge and incl. fixing of

hilty fastener at every 1/3 span of sill as required

size etc. complete colour and shed as approved by

architect engineer in charge.

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL

Painting two coats and applying priming coat over

new steel and other metel surface after and

including preparing the surface by throughly

11 cleaning, oil,grease, dirt and other foreign matter 40.82 Sqm 122.98

and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint

brushing red lead.

Providing 15 mm thick cement plaster by using

Ready Mix Mortar for plaster in single coat on rough

(similar) side of single or half brick walls for interior

plastering upto floor two level and finished even

and smooth in Cement mortar 1:4(1Cement: 4 sand)

Painting (two coats) with Weather proof acrylic

exterior emulsion paint of approved brand and

manufacture on undecorated wall surface to give an

13 even shade including throughly brushing the surface 22.55 Sqm 172.79

free from mortar droppings and other foreign

matter and sand papered smooth.

Supplying and stacking of good earth at site

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be reduced

by 20% for payment).

Supplying and stacking of sludge at site including

royalty and carriage upto 5 km lead complete

(sludge measured in stacks will be reduced by 8%

Mixing earth and sludge or manure in the required

16 proportion specified or directed by the Officer-in- 7.73696 Cum 56.26

Spreading of sludge, dump manure and/or good

earth in required thickness as per direction of

17 officer-in-charge (cost of sludge, dump manure and/ 7.73696 Cum 80.5

or good earth to be paid separately).

Supplying & Stacking of Selection No.1 grass turf at

site fresh & free from weeds having proper roots,

18 lush green including loading, unloading, carriage and 19.3424 Sqm 65.35

all taxes paid etc. and as per direction of the officer-

Providing, fabricating, and installing a decorative

sculpture consisting of a bronze/metallic finished

statue in a meditative yoga posture mounted on a

central pedestal, artistically integrated within a

circular Mild Steel (MS) ring structure of

approximately 8 to 10 feet diameter. The circular

ring shall be fabricated using laser-cut leaf pattern

designs as per approved drawings, with smooth

welding, grinding, and finishing to ensure

19 uniformity. The entire MS structure shall be treated 1 Each 1161500

with anti-corrosive primer and finished with

weather-resistant paint/polish for long durability.

The sculpture shall be installed on a circular raised

platform as shown in the drawing, including all

necessary anchoring, transportation, handling, and

erection at site,complete as directed by the

Engineer-in-Charge.

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Sanand Nagarpalika

Ahmedabad Sanand