“BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI“

Total Amount Rs.

Rate with labour

Sr No. Description Quantity Unit Amount

NEW RCC ROAD - SERVICE ROAD

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

road work including removing the excavated stuff and depositing on the road

1.00 side slope as directed upto 50Mt.lead. By mechanical means 8069.25 Cum 114.44

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

2.00 thickness including watering, ramming and consolidating etc. complete. 6468.00 Cum 299.67

3.00 Extra lead for earth, Lime, murrum, building rubbish upto any lead. 8069.25 Cum 82.62

Providing and laying Granular sub base in required layer by providing

coarse graded material Grading - I using B.T. M.C. metal 40 mm to 63 mm at

35percent, aggregate 10 to 20 mm at 45 percent and stone dust at

20percent (CBR more than 30percent) as per Table 400-2 of MORT&H

gradation including conveying the material at site of work, mixing and

spreading in to grade and camber, watering and consolidating at OMC

with vibratory roller including the cost of materials, labours etc. complete.

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

B.T.M.C. metal 25mm to 90mm size (hand brocken) 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

5.00 vibratory roller8-10 tonnes in stages to proper garde and cmaber applying and 1669.50 Cum 1173.99

brooming required types of screening/binding materials to fill up the

interstices of coarse aggregate watering and compacting to the required

Providing and laying, spreading and compacting 250mm thick graded stone

aggregate to Wet Mix Macadam specification including premixing the material

with water at OMC in mechanical mix plant carraige of mixed material by

tipper tp site, laying in uniform layers with mechanical means in sub-base/base

course on well prepared surface and compacting with vibratory roller to

achieve the desired density.

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

hand broken stone aggregates 40 mmnominal size) and curing Complete

7.00 excluding cost of formwork in (A) Foundation and Plinth 1391.25 Cum 3065.41

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

8.00 removal of the same for in situ reinforced concrete and plain concrete work in. 450.00 Sqm 74.02

(I) Edges of slabs and Breaks in floors and

Providing and laying controlled cement concrete M.250 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 & Laying M,S,Side Rail of road thickness with necessary nut bolt

plates fixing as per width, applying 4.50 kg/sq. mt. metallic hardner, applying

plate vibrator,electric or diesel in channel.Comp. with V.D. system (Trimix) by

using the all necessary equipments & materil & machinery,such as running

screed vidrator on prelaid M.S.channel for levelling vaccum pumps, floating &

power trovelling & left spacing for groove etc.Compl.

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO

AVKAR HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED DEMOLITION OF EXISTING ROAD & PROPOSED NEW RCC & ASPHALT ROAD WITH ROAD FURNITURE

Rate with labour

Sr No. Description Quantity Unit Amount

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

12.00 Supplying promoulded bituminous joint filler.(i) 12mm thick 9.16 Cum 553.79

NEW CARRIAGE WAY

Dismantling of Flexible Pavements (Dismantling of flexible pavements and

disposal of dismantled materials up to any lead, stacking serviceable and

unserviceable materials separately) By Mechanical Means --Bituminous course

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

road work including removing the excavated stuff and depositing on the road

side slope as directed upto 50Mt.lead. By mechanical means

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

15.00 thickness including watering, ramming and consolidating etc. complete. 6972.00 Cum 299.67

16.00 Extra lead for earth, Lime, murrum, building rubbish upto any lead. 4909.13 Cum 82.62

Providing and laying Granular sub base in required layer by providing

coarse graded material Grading - I using B.T. M.C. metal 40 mm to 63 mm at

35percent, aggregate 10 to 20 mm at 45 percent and stone dust at

20percent (CBR more than 30percent) as per Table 400-2 of MORT&H

gradation including conveying the material at site of work, mixing and

spreading in to grade and camber, watering and consolidating at OMC

with vibratory roller including the cost of materials, labours etc. complete.

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

B.T.M.C. metal 25mm to 90mm size (hand brocken) 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 roller8-10 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

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

B.T.M.C. metal 40 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 0.08 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

Providing and laying 75mm thick compacted open graded per mix bituminous

grouting with B.T. aggregates as per required gradation and using 60/70

(VG30) grade bitumen for mixing with aggregated @ 1.99% i.e. 19.90 Kg./M.T.

of total mix and bitumen for tack coat at 2.50 Kg./10 sq.mt. for B.T. surface &

4.00 Kg./10 Sq.mt. for W.B.M. surface including heating and mixing in drum

mix plant transporting, spreading the same with paver finisher and

consolidation with vibratory roller including necessary fire wood, oil, lubricants

labour charges etc. using contractor’s own drum mix plant and requirement

tools etc. complete in accordance with the required specification.

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO

AVKAR HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED DEMOLITION OF EXISTING ROAD & PROPOSED NEW RCC & ASPHALT ROAD WITH ROAD FURNITURE

Rate with labour

Sr No. Description Quantity Unit Amount

Providing and Laying 37.5 mm thick B.M. with B.T Aggregate as per M.O.R.T

and H. specification and VG 30 asphalt Grade 80/100 for tack coat 2.5 kg/10

smt and mixing 34.00kg/M.T. i.e. 3.40 Percentage by weight of total mix

including heating the aggregate and asfalt in contonuous batching drum mix

21.00 plant and spreading the same by paver finisher and consolidation with 918.23 MT 2530.77

vibratory rollar including providing all materials equipments, tools and plants,

fire wood, oil, kerosene, labour charges etc. complete using contractor's own

machinary drum mix plant and paver finisher etc. complate.

Providing and Laying 25mm thick S.D.B.C. with B.T Aggregate as per M.O.R.T

and H. specification VG-30 asphalt Grade 80/100 mixing 50 kg/M.T. i.e.

Percentage by weight of total mix including heating the aggregate and asfalt in

contonuous batching drum mix plant and spreading the same by paver finisher

and consolidation with vibratory rollar including providing all materials

equipments, tools and plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinary drum mix plant and paver finisher

Providing and laying asphalt painting on BT surface with bitumen VG 30 rate

kg per 10smt by mechanical sprayar and spreding the stone dust on prepared

surface at the rate of0.03 cmt/10smt and rolling with smooth wheeled and

penumiatic roller and brushing etc. completed.

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 and cover) -- For all type manhole by providing RCC

1:2:4 Partition walls with required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht.

RCC precost M.H. Frome & Cover Manufacture. supply & Delivery at store or at

site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and

25.00 as per type design & Drawing including cost of reinforcement M.S. Angles or 20.00 NO. 1121.00

Flot, curing mold work etc. -- Frame suitable for 50cm opening of MH

26.00 Cover suitable for 50cm opening of MH 20.00 NO. 1173.00

Add for restoration of infrastructures like Kharkuwa. Electrical Line, Telephone

cables all types. water lines. gas line. septic tanks etc

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 mcd/m2/lux and Asphalt road shall be min 100 mcd/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 made out from Acrilo beautile sterine injuction

high compressed molding with reflector made of MMC (prismatic type of size

12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade)

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO

AVKAR HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED DEMOLITION OF EXISTING ROAD & PROPOSED NEW RCC & ASPHALT ROAD WITH ROAD FURNITURE

Rate with labour

Sr No. Description Quantity Unit Amount

Regulatory/Mandatory signs :Providing and fixing sing boards made out of

2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-

1977 pre treated with phospheting process & acid eteching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm

75x75x6mm as required; painted with best quality 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 block of

size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade(VR)...

Place ideatification sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable

size iron angle of 50x50x5mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)..

STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium

sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm

75x75x6mm as required; painted with best quality 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 block of

size 45 x 45 x 60cms. for each leg. including excavation curing tec. complete

under the supervision of engineer in charge.(A) Engineer Grade(VR)...

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

33.00 charges, octroi, inspection charges, loading, unloading. conveyance to 1600.00 Rmt 1433.00

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

450 mm Dia RCC NP3 - 0.70Kg /Sq Cm

33.10 600 mm Dia RCC NP3 - 0.70Kg /Sq Cm 1600.00 Rmt 2049.00

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

34.00 Engineer-in-charge includingconveyance from stores to site of work, labour, 1600.00 Rmt 196.65

giving hydraulic testing asper ISi code. --450 mm Dia RCC NP3 - 0.70Kg /Sq Cm

34.01 600 mm Dia RCC NP3 - 0.70Kg /Sq Cm 1600.00 Rmt 262.20

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO

AVKAR HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED DEMOLITION OF EXISTING ROAD & PROPOSED NEW RCC & ASPHALT ROAD WITH ROAD FURNITURE

Rate with labour

Sr No. Description Quantity Unit Amount

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

35.00 Inlcuding Up To all Required lead Cleaning the Site etc. Complete for all Lifts 8099.77 Cu Mt 187.45

and Strata as specified -- upto 1.5 meter depth ---In soft rock and/or masonry

in CM or L M or Lime Concrete.

1.5 to 3 meter depth ---In hard rock and/ or in C. C. 1 :2:4 or RCC with blasting,

breaking, chiseling, or by chiseling/breaking only.

Providing bedding incl. ramming, watering, levelling, consolidating etc.

37.00 Complete as per standard and instruction of enaineer incharge --As above 1320.75 Cu Mt 69.00

with selected excavated earth available near site -

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

of surplus stuff as directed

Construction of Catch-pit chambers for Rain Water in brick or bela stone

masonry, locally available in C. M. 1 :6. Foundation concrete 150 mm thick In C.

C. 1 :4:8 of trap metal si2e 25 mm 10 40 mm thick, inside cement plaster in C.

M, 1:3 and cement pointing outside in C. M. 1:3 and top cover of FRC Frame

and Cover (35 T Capacity) of suitable size (with key hole and required opening

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

39.00 level incl. complete civil works but excl. cost of excavation and refilling, with 160.00 Nos 8898.70

cast in situ FRC MH Frame and cover (excl. cost of Frame and cover) with

mm thick brick masonry wall in C.M, 1:6 ----For 300 mm Dia :- Size of chamber

0.90 m x 0.90 m and 1.0 ml. deep With Cast in situ R.C.C. Slab 15cm thick M-

250 With Dubble jali Reinforcement With Fixing of Frame & Cover ( Excluding

Cost of Frame & Cover)

40.00 For 1 Mtr, Extra Depth 160.00 Nos 5150.85

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO

AVKAR HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED DEMOLITION OF EXISTING ROAD & PROPOSED NEW RCC & ASPHALT ROAD WITH ROAD FURNITURE

Rate with labour

Sr No. Description Quantity Unit Amount

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

41.00 x 600 mm) to facilitate access. The durable construction ensures reliability for 160.00 Nos 4721.75

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. Dhoraji nagarpalika

Ahmedabad Dhoraji

Dhoraji nagarpalika

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL AT

DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED NEW DIVIDER

Item Rate with labour

Item description Qty. Unit Amount

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

1.00 including removing the excavated stuff and depositing on the road side slope as directed 177.00 CUM 215.62

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations

2.00 etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming 177.00 CUM 137.47

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness

including watering, ramming and consolidating etc. complete.

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

4.00 aggregate 40mm nominal size ) and curring complete including cost of formwork in (a) 21.23 CUM 4015.86

Foundation and plinth

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

5.00 including necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet 1415.00 RMT 1605.90

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 but

pcc excluding as directed engineer - incharge. (b) HB 300x600x150mm. Make VYARA or

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

7.00 and than rolling the surface with light roller make the surface smoothen and light watering 495.60 Sqm 96.51

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

8.00 and removal of unsaverieable material’s as per direction of officer in charge (excluding cost 283.00 Each 8.02

of plant & water). - Trees plant

Foxtail palm ht. 240-270 cm bottom girth 35-40 cm well 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 1:3:6 grade and finish good, rendering (if required) etc complete

as directed by engineer in charge.

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL AT

DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED NEW DIVIDER

Item Rate with labour

Item description Qty. Unit Amount

Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet

/ 4 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 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 supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a certified copy of

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 3.4 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 embossed on either side of the body in the injection molding process. The Median

12.00 Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective 718.00 Each 271.69

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 manufacturer

and Engineer in charge.

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

13.00 lane/center line/ edge line/cut patta. The white color marking should provide liminance 990.50 Sqm 367.72

coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min

mcd/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

Consulting civil engineer Municipal engineer

DD(OPC)PVT. LTD. Dhoraji nagarpalika

Ahmedabad Dhoraji

Dhoraji nagarpalika

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR

HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED RECREATIONAL AREA

Item Rate with labour

Item description Qty. Unit Amount

Demolition of Brick work and stone masonry including stacking of serviceable

1.00 materilas and disposal of unserviceable materials with all lead and lift.(ii) In 44.37 CUM 589.70

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

2.00 road work including removing the excavated stuff and depositing on the road side 1539.58 CUM 215.62

slope as directed upto 50Mt.lead.

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

3.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 172.00 CUM 137.47

disposited layer by ramming and watering.

4.00 Add extra for Disposing off the excavated stuff of above items for any lead 1367.58 CUM 129.28

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

5.00 cut stone aggregate 40mm nominal size ) and curring complete including cost of 630.91 CUM 4015.86

formwork in (a) Foundation and plinth

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

6.00 excluding the cost of formwork and reinforcement for reinforced concrete work 59.31 CUM 4065.22

in (A)Foundations, footings, Base of columns and Mass concrete

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 with common burnt clay selected F.P.S. (non modular) bricks of class

designation 7.5 in exposed brick work including making horizontal and vertical

grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement :

coarse sand) - From ground to floor V level

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

B.T.M.C. metal 25mm to 90mm size (hand brocken) 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

roller8-10 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.

Providing and laying noninterlocking, paver blocks 60mm thick M-40 gred of

specified thickness, size, grade of concrete and colour machine made and blasting

by automatic shot blasting machine 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 80 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

10.00 flooring work only. Small size of paver block with same specifications shall be 5612.80 SQM 705.12

used at residu or at 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 M-40 grade Paver block of size

300mm x 300mm . Make VYARA or Equivalent

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR

HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED RECREATIONAL AREA

Item Rate with labour

Item description Qty. Unit Amount

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 600x450x150mm. Make VYARA or

Providing, fabricating, supplying and fixing at site mild steel (M.S.) railing of

required pattern and design, made from M.S. flats / square / round / hollow

sections as per approved drawing, including cutting, bending, welding, grinding,

finishing and making smooth joints, fixed firmly to floor / stair / wall surfaces

using anchor bolts, grouting, or welding as directed. The railing shall be

12.00 thoroughly cleaned and given one coat of approved metal primer (red oxide zinc- 92111.99 KG 119.84

chromate) and two coats of synthetic enamel paint of approved shade and make,

to achieve a smooth, durable and uniform finish. The work shall be completed in

all respects including cost of all labour, materials, tools, scaffolding, transport,

wastage, surface preparation and curing, as per detailed specifications and

instructions of the Engineer-in-Charge.

supplying and stacking of good earth + cattle manure minimum 100 mm thick

each material at site including royalty and carriage upto any lead complete

13.00 including Mixing earth and sludge or manure and Spreading of sludge, dump 2048.20 Sqm 147.81

manure and/or good earth(earth measured in stacks will be reduced by 20% for

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

15.00 watering and removal of unsaverieable material’s as per direction of officer in 720.00 Each 8.02

charge (excluding cost of plant & water). - Trees plant

Providing and fixing shot blasted 80 mm thick Tree Ring 600*600*80 mm as per

design and drawing. The centre of

16.00 the grating to be same as the centre of the tree trunk. The grating to be 2 pieces 720.00 Each 1212.00

as per drawing. The work of the grating blocks shall be executed in line and level

by skilled mason of flooring work only.

Plumeria alba height 165-180 cm. with 3-4 branches and thick stem in big size

18.00 Delonix regia (Gulmohar) height 150-165 cm. in poly bag size 25 cm 240.00 Each 45.83

19.00 Cassia siamea height 150-165 cm. in poly bag size 25 cm 240.00 Each 50.92

Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c

20.00 watering and removal of unsaverieable material’s as per direction of officer in 2157.00 Each 3.99

charge (excluding cost of plant & water). - Shrubs Plant

Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches in poly bag of size

Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pot of

Jasmine humile (Yellow) of height 30 cm to 45 cm. in 20 cm size of Earthen pot /

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR

HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED RECREATIONAL AREA

Item Rate with labour

Item description Qty. Unit Amount

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

24.00 accessories required for fixing, transportation, loading and unloading charges. 570.00 Each 1512.55

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 1:3:6 grade and finish good, rendering (if required) etc complete

as directed by engineer in charge.

Supplying and fixing a durable and decorative outdoor garden bench, designed

for universal use and manufactured using high-quality cast iron for the stand and

legs with a powder-coated black finish. The bench features a supreme/decorative

design and comprises 10 Nos. iron strips (Size: 2 x 1/2 inch), 2 support patti (25 x

mm), and is capable of supporting up to 300 kg (accommodating 3 persons). The

25.00 dimensions of bench is 1500 mm in length, 530 mm in width, and 720 mm in 54.00 Each 5364.11

height from ground level. The seating area includes a seat height of 400 mm, seat

width of 390 mm, and backrest height of 400 mm. The bench includes 1.5-inch (8

mm) nut bolts and is suitable for long-term outdoor installation in parks, gardens,

or public areas, sample shall be approved by engineer in charge.

Supplying and fixing RCC Woodney Bench — a heavy-duty, weather-resistant

outdoor seating solution ideal for public spaces such as parks, gardens, and

streetscapes. Length: 1500 mm (5 feet), Width: 600 mm to 700 mm, Height

(Total): 900 mm to 1000 mm, Seat Height: 450 mm (standard ergonomic height),

Seat Depth: 400 mm to 450 mm, Backrest Height: 450 mm to 500 mm from seat

level, Leg Width (Base): 80 mm to 100 mm (each side).The bench comprises a

reinforced cement concrete (RCC) structure made with high-grade M-30 concrete

to ensure strength, durability, and long service life. It features a robust dual-leg

support base with an aesthetically pleasing curved design and a wooden-finish

seat and backrest made of fiber-reinforced concrete or treated wood-plastic

composite (WPC) planks. These components are securely bolted to the RCC

frame. The bench is ergonomically designed to accommodate 2 to 3 persons

comfortably. All surfaces are finished smoothly and coated with high-quality,

weather-proof paint to protect against environmental wear and corrosion. The

bench is structurally stable and suitable for permanent installation in open-air

Providing, constructing and completing Recharge Well for existing open well,

including desilting and dewatering of existing well, refilling the well with filter

media consisting of graded gravel and filter sand in required layers, supplying and

fixing ERW mild steel pipe (of suitable diameter as directed) for recharge bore,

constructing RCC pardi, Beam (parapet wall) around the well in M-35 grade

concrete, providing and casting RCC slab cover in M-35 grade concrete over the

well with necessary Fe500D reinforcement, formwork, curing and finishing,

constructing brick masonry chamber beside the well for inspection and

connection, including all materials, labour, tools, dewatering, disposal of silt, and

all incidental works required to complete the recharge well in all respects as per

standard specifications and as directed by the Engineer-in-Charge.

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR

HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED RECREATIONAL AREA

Item Rate with labour

Item description Qty. Unit Amount

Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm

aluminium sheet / 4 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

28.00 from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy 10.00 Each 3518.69

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 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

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 3.4 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 embossed on either side of the body in the injection 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

manufacturer and Engineer in charge.

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR

HOTEL AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED RECREATIONAL AREA

Item Rate with labour

Item description Qty. Unit Amount

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 mcd/m2/lux and Asphalt

road shall be min 100 mcd/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.

Consulting civil engineer Municipal engineer

DD(OPC)PVT. LTD. Dhoraji nagarpalika

Ahmedabad Dhoraji

Dhoraji nagarpalika

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL

AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED LED STREETT LIGHT & DECORATIVE LIGHT

Item no. Item description Qty. Unit Amount

Providing, supplying, installing, testing and commissioning of Drop tree

light ( 8 Stick Shower Watersrop tree Ligh) with all type of fixture

including cost of providing proper connection with existing electrical

Providing, supplying, installing, testing and commissioning of LED ball

light (Solar Bulb String Light) with all type of fixture including cost of

providing proper connection with existing electrical arrangement

Providing, supplying, installing, testing and commissioning of Decorative

LED rope light (Solar Rope Light) with all type of fixture including cost of

providing proper connection with existing electrical arrangement

Supplying, installing, testing, and commissioning of decorative street

lighting pole of 5 meter height, fabricated from galvanized mild steel

tubular section with corrosion-resistant coating, complete with base

plate, anchor bolts, and foundation accessories as per standard design.

The pole shall be fitted with an aesthetically designed LED luminaire of

watt capacity, delivering high-efficiency illumination with power factor >

4.00 0.95, THD < 10%, IP66 protection, and mounted at appropriate height 124.00 Each 20322.21

with elegant curved arms as shown in drawing. The scope includes

transportation, installation, excavation for foundation, RCC foundation

and functional testing of the pole and luminaire to the satisfaction of the

Engineer-in-Charge. All components shall conform to relevant BIS/IEC

standards and be approved make.

Supplying & erecting Steel tubular pole (Swaged) confirming to IS -

(Part-II) 1980. Manufacturing process of steel tubular pole should be as

per IS specification. Basic steel tube should be ISI Marked. Pole should be

painted by one coat of Zinc comet Primer and two coat of Aluminium

/approved paint to be erected on / in existing Foundation. The length of

5.00 poles are as below. (C) 9.0 mtr. Long Swaged Steel tubular pole -- (i) Pole 37.00 Each 9446.53

as per IS code 410-SP-25 with 300 X 300 X 4 mm base plate with necessary

G.I. J Bolts (Approximate weight 78 Kg) For burial erection +Add Extra for

M.S. Base plate 300 X 300 X 16 mm for pole, mounting on surface of

foundation on GI foundation bolt. with required stiffeners.

Supplying and erecting street light pole bracket comprising main B Class

GI pipe of 4.2 cm/require outside dia. complete with suitable B Class GI

sleeve tubing of approx. 45cms.length and suitable for 76.5mm/80mm or

require size pole top having sufficient fastners for fixing the brackets and

having suitable rise as per site condition as directed and spread of

mtr.with suitable welded stiffener reducer and with lock nut complete

painted with one coat of Red oxide / PU base primer and two coats of

Aluminium / PU paint. Suitable for side entry fitting brackets of following

nos of arms. [(B) Double Arm Bracket 2 Mtr.

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL

AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED LED STREETT LIGHT & DECORATIVE LIGHT

Item no. Item description Qty. Unit Amount

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

power White LEDs wattage of 3 Watt and above assembled on single

MCPCB, efficiency more than 130 lm/w and corrosion free High pressure

die cast aluminum housing with smooth finish powder coated and heat

sink extruded aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or embossed

160 to 270 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to

7.00 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED 74.00 Each 6566.01

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. (iv) 120 watts - cat III

Providing & erecting approved make street light / wall mounting junction

box compression moulded from DMC (thermoset plastic) vertical sliding

cover having locking with square head stud loop in / loop out in built

terminal suitable for four core cable, waterproof of I.P. 54 protected with

clamp or bolt nut & earth bolt of following size. (B) 250mm x 194mm x

Providing and, fixing heavy duty flange type brass cable gland with rubber

ring for PVC insulated armoured cable complete with out going tails,

insulating tape etc for following size of cables. © (A) 2 to 4 core 2.5 / 4 Sq.

Solder less crimping type Aluminium lugs conforming to IS suitable for

cable of following size evenly crimped with high pressure tool &

connected to switchgear terminals with brass/cadmium plated nut bolts

in an approved manner. (A) 1.5/ 2.5/4/6 Sq.mm

Solder less crimping type Aluminium lugs conforming to IS suitable for

cable of following size evenly crimped with high pressure tool &

connected to switchgear terminals with brass/cadmium plated nut bolts

in an approved manner. (B) 10 Sq.mm

providing and erecting Miniature circuit breaker single pole 6A to 25A

suitable to operate on 240 V A.C. system and having breaking capacity

KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark

Supplying and erecting Flexible PVC insulated multi strand multi core

13.00 kv grade ISI marked copper wires of following size to be erected as 2032.00 Mtr. 46.46

directed. (e) 1.50 Sq.mm 3 core round PVC sheathed

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

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

in existing trench / pipe at road crossing or floor of following size of

cable. (A) 3 core 2.5 Sq. Mm

Supplying and erecting B class Galvanized iron pipe having smooth

finished bore of the pipe on both ends erected nuts and bolts along the

pole / wall shaping the pipe as per site requirement. Pipe dia as following.

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 for laying of cable. below

ground / road surface for enclosing cable and back filling the same to

make ground as per original. (A)50 mm outer dia

16.10 (D)120 mm outer dia. 3260.00 Mtr. 137.36

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL

AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED LED STREETT LIGHT & DECORATIVE LIGHT

Item no. Item description Qty. Unit Amount

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 55 test & followed by IS 2147 of

1962 (B) 75 X 60 X 45 cm section pillar fabricated from 16 Gauge MS Sheet

with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick MS angle.

Supplying & erecting approved make Digital time switch having lithium

cell 6 years operative and operate battery backup 1 channel day clock

with 14 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.

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 thermal & magnetic release suitable to work on A.C.

supply 50 c/s. with all internal connections & complete erected in existing

16 G.M.S. housing. ICS=100% of ICU only - Cat III

Supplying and erecting approved make suitable panel indicator LED type

20.00 lamp, lens cover, complete erected with necessary connections. 2.00 Each 43.43

Pro. & erecting electronic overload relay with single phasing preventer [

21.00 (L&T, Alstom, BCH,T.C., Siemens, C&S make). [a] for 30 to 50 Amp. 2.00 Each 5752.96

Providing and erecting AC-3 duty 3 pole power contactor with 2 NO &

22.00 NC aux contacts complete with 415V/220V operating coil suitable for 2.00 Each 4793.46

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

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom

including excavation for the pole of size 45 x 45 x 100 cm. Deep in below

23.00 ground level with plinth of 45 cm x 45 cm (or 45 cm dia x 45 cm) high 37.00 Each 1652.36

upper ground level with necessary curing and finishing in approved

manner. ( for 9 & 10 mtr pole)

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or

required depth for laying any size of cable or locating the fault all over

the run and back filling the same and making the surface as normal

Supplying & erecting approved make Four Pole 415V change over switch

25.00 interior for panel mounting with operating mechanism A.C.23 duty 2.00 Nos 2611.86

confirming to IS for (A)32-40A - Cat-lll

Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B'

grade G.I. pipe with necessary coupling buch buried in specially prepared

earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For

DHORAJI NAGARPALIKA - DHORAJI

BID DOCUMENTS FOR PROPOSED ICONIC ROAD & CONSTRUCTION OF RCC & ASPHALT ROAD OF OUTGROWTH AREA FROM SARDAR CHOWK TO AVKAR HOTEL

AT DHORAJI FOR DHORAJI NAGARPALIKA, DHORAJI

PROPOSED LED STREETT LIGHT & DECORATIVE LIGHT

Item no. Item description Qty. Unit Amount

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

27.00 installation.) & having back filling compound of (B) Inner Chemical (CCm 2.00 Nos 4591.46

Compound) - Resistivity :- 0.2 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 soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Shifting of existing light pole including dismantling of pole with brackets,

clamps, insulators and stay from cement concrete foundation, refilling of

pits with excavated material and clearing the site, transporting and

refitting the pole at new location with necessary materials such as M.S.

base plate (300x300x16 mm) with anchor nut bolts and stiffeners welded

to pole and laying 1:2:4 cement concrete foundation with 70% PCC of size

60x60x120 cm with plinth above ground level, including excavation,

curing, finishing, complete labour charges, tools and plants, all as per

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

Total Amount Rs.:-

Total Amount Rs.:-

Consulting civil engineer Municipal engineer

DD(OPC)PVT. LTD. Dhoraji nagarpalika

Ahmedabad Dhoraji

Dhoraji nagarpalika