Construction of C.C. Road, Storm Water Line and miscellaneous works on Trimandir to Shri Dada Bhagwan Hall Road at Adalaj in GUDA Area

Bill of Quantities

Construction of C.C. Road, Storm Water Line , Sewerage Water Line and miscellaneous works on

Trimandir to Shri Dada Bhagwan Hall Road at Adalaj in GUDA Area

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

1 Clearing and grubbing road land including uprooting Hectare 2.00 28455.09

rank vegetation grass bushes, shrubs, sapling and trees

girth up to 300 mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

2 Carry out complete alignment survey work using total Hectare 2.00 4461.46

station for the length and width as decided by Engineer

in charge for T.P and additional length as required. The

width to be surveyed will be up to TP Boundary and

beyond that as required, including marking of TBM, its

coordinates, station points, their coordinates, center line

of alignment, taking ground level details of existing

structures, details of all utilities below GL, manholes,

catch pits, existing utility services, light poles, trees, over

head electrical lines, BSNL section pillar/ box, electrical

boxes, including any number marked on them, road

dividers, foot paths, culvert, Bridge, etc. within complete

working area and additional areas/ lengths of service

road, diversion etc. as and where required. Rate includes

fixing necessary reference pillars , establishing

benchmark and coordinates, including submission of

longitudinal sections, cross sections.

Detailed drawing in AUTOCAD, Reports of survey work

in three hard colour copies with soft copy of AUTOCAD

drawing, in CD to Engineer in charge as directed.

Submission of drawing in hard copy and soft copy as per

3 Dismantling of flexible pavements (Bituminous surface Cum. 116.00 403.75

and Crust) and disposal of dismantled materials with all

lead and lift, stacking serviceable and unserviceable

materials separately as directed by engineer in charge.

4 Dismantling of existing structures like culverts, walls and

other structure comprising of masonry, cement concrete,

wood work, steel work, Road etc. including T&P and

scaffolding wherever necessary, sorting the dismantled

material, disposal of unserviceable material and stacking

the serviceable material with all lifts and lead as directed

by engineer in charge.

i. R.C.C./PCC work Cum. 2501.00 1110.75

ii. Brick work and stone masonry Cum. 500.00 577.92

iii. Paver block Sqm 2000.00 226.24

iv. Kerb / Central Verge Rmt 2000.00 13.13

v. structural Steel Work in all types of sections upto a MT 2.00 1955.71

height of 5 m including cutting of rivet and

dismembering etc

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

5 Dismantling of Fencing (Dismantling of barbed wire Rmt 500.00 70.15

fencing/ wire mesh fencing including posts, foundation

concrete, back filling of pit by manual means including

disposal of dismantled material with all lifts and up to a

lead of 1000 metres, stacking serviceable material and

unserviceable material separately.)

6 Box cutting the road surface to proper slope and camber tyuty 13738 109.24

for making a base for road work including removing the

excavated stuff and deposit it as directed with all lead &

7 Construction of embankment with approved material Cum. 500 333.54

obtained from borrow pits with all lifts and leads,

transporting to site spreading, grading to required slope

and compacting to meet requirement to MoRTH table

300-2.in layers not more than 200 mm thick as directed

by engineer in charge.

8 Construction of Subgrade with approved material Cum 9499 357.01

obtained from borrow pits with all lifts and leads,

transporting to site spreading, grading to required slope

and compacting to meet requirement to MoRTH table

300-2 in layers not more than 200 mm thick as directed

by engineer in charge.

9 Construction of Granular sub-base (GSB) with BT Cum. 3591 1186.83

material (Grade-I) using coarse graded material,

spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory roller

to achieve the desired density, complete as per MoRTH

10 Construction of 150mm thick dry lean cement concrete Cum. 1024 2165.62

Sub-base over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to be maintain

during construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a paver compacting with 8-10 tonnes

vibratory roller, finishing and curing as per MoRTH

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

11 Construction of 250mm thick un-reinforced, dowel Cum. 1498 6587.04

jointed, plain cement concrete pavement over a prepared

sub base with in M-40 grade of concrete with 43 grade

cement , coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved

mix design, transported to site and mechanically laid

with a fixed form / slip form paver, spread, compacted

and finished in a continuous operation including

provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane,

sealant primer, joint sealant, debonding strip, dowel bar,

tie rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing as per

12 Fixing the TMT reinforcement by Rebaring by Hilti or

Equivalent for Following Dia. TMT Reinforcement will

be paid separately

12mm dia Rebar No. 10 243.41

13 Providing and placing in position TMT Fe-500D bars MT 38 77285.20

reinforcement for RCC Road work including cutting,

bending, hooking and tying etc. comp. as per detailed

14 Providing, laying, spreading and compacting graded Cum 40 1356.24

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers with paver in sub-

base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

density as per MoRTH Clause

15 Providing and laying 70 mm thick M-40 grade machine Sqm 7930 1619.03

made and blasting by automatic machine and high density

Paver block (RUSTICO NUTBROWN DL R) of as per

approved sample of Vyara for footpath etc.as mentioned

in the drawing. Including providing and laying 40 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. 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 re-laid if necessary.

Actual laid area shall be measured and paid without any

Sample and mock-up to be prepared by contractor for

review and approval of client/client's authorized

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

16 Providing and laying 70 mm thick M-40 grade machine Sqm 140 2206.85

made and blasting by automatic machine and high density

Paver Block ( RUSTICO COFFEE BEAN DL R

MELANGE) of as per approved sample of Vyara for

Service road, Road, Parking, Property entry etc. as

mentioned in the drawing. Including providing and laying

40 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. 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 re-laid if

necessary. Actual laid area shall be measured and paid

without any wastage.

Sample and mock-up to be prepared by contractor for

review and approval of client/client's authorized

17 Providing and laying in positions machine mixed Plain Cum 893 3341.44

Cement Concrete M10 grade for levelling course for kerb

etc. as directed by Engineer-in-charge with graded

broken stone aggregate from 6 mm to 20 mm including

tamping, vibrating, levelling and curing complete with all

formwork, dewatering wherever required including all

materials, labours, plants, machineries & tools, all leads

and lifts, etc. complete as per specification.

18 Providing & fixing M25 grade of concrete precast Rmt 2120 940.31

exposed finish kerb stones (manufactured on vacuum wet

press machine with hydraulic pressing of wet concrete

mixture to a minimum of 400 tons with simultaneous

vacuuming, using ECO filters and developing texture

finish) of Vyara and as per sample approved of following

sizes. Kerbs shall be fixed on the foundation prepared of

M10 grade concrete . The rate shall also include for

erecting and fixing the pieces in position for complete

Kerb systems with Chamfered type of kerbs including

necessary accessories of kerb like Radius Kerbs, Angles

and Quadrant Kerbs etc complete as per drawing. The

rate shall also include the flush pointing in CM (1:2) for

all joints of the kerbstones. (Sample must be approved).

Protective coat of Hydrophobic silane-siloxane (silicon)

to be applied on all exposed surface. The contractor rate

shall also include the cost of excavation, finish good,

curing and Excluding M10 for levelling etc. complete as

directed by engineer in charge.

(a) 600 mm (L) x 375 mm (H) x 150 (W) mm Half better

(HB) type Kerb stone

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

19 Providing & fixing M25 grade of concrete precast No. 20 944.35

exposed finish kerb stones (manufactured on vacuum wet

press machine with hydraulic pressing of wet concrete

mixture to a minimum of 400 tons with simultaneous

vacuuming, using ECO filters and developing texture

finish) of Vyara and as per sample approved of following

sizes. Kerbs shall be fixed on the foundation prepared of

M10 grade concrete . The rate shall also include for

erecting and fixing the pieces in position for complete

Kerb systems with Chamfered type of kerbs including

necessary accessories of kerb like Radius Kerbs, Angles

and Quadrant Kerbs etc complete as per drawing. The

rate shall also include the flush pointing in CM (1:2) for

all joints of the kerbstones. (Sample must be approved).

Protective coat of Hydrophobic silane-siloxane (silicon)

to be applied on all exposed surface. The contractor rate

shall also include the cost of excavation, finish good,

curing and Excluding M10 for levelling etc. complete as

directed by engineer in charge.

(a) 1000 mm (L) x 300 mm (H) x 150 (W) mm Dropped

20 Providing & fixing M25 grade of concrete precast Rmt 300 1080.70

exposed finish kerb stones (manufactured on vacuum wet

press machine with hydraulic pressing of wet concrete

mixture to a minimum of 400 tons with simultaneous

vacuuming, using ECO filters and developing texture

finish) of Vyara and as per sample approved of following

sizes. Kerbs shall be fixed on the foundation prepared of

M10 grade concrete as of approved design including

curing etc. complete. The rate shall also include for

erecting and fixing the pieces in position for complete

Kerb systems with Chamfered type of kerbs including

necessary accessories of kerb like Radius Kerbs, Angles

and Quadrant Kerbs etc complete as per drawing. The

rate shall also include the flush pointing in CM (1:2) for

all joints of the kerbstones. (Sample must be approved).

Protective coat of Hydrophobic silane-siloxane (silicon)

to be applied on all exposed surface The contractor rate

shall also include the cost of excavation, finish good,

curing and Excluding M10 for levelling etc. complete as

directed by engineer in charge.

(a) 600 (L) x 375 mm (H) x 150 (W) mm Square (SQ)

type Kerb stone

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

21 Providing & fixing M25 grade of concrete precast No. 30 852.44

exposed finish kerb stones (manufactured on vacuum wet

press machine with hydraulic pressing of wet concrete

mixture to a minimum of 400 tons with simultaneous

vacuuming, using ECO filters and developing texture

finish) of Vyara and as per sample approved of following

sizes. Kerbs shall be fixed on the foundation prepared of

M10 grade concrete as of approved design including

curing etc. complete. The rate shall also include for

erecting and fixing the pieces in position for complete

Kerb systems with Chamfered type of kerbs including

necessary accessories of kerb like Radius Kerbs, Angles

and Quadrant Kerbs etc complete as per drawing. The

rate shall also include the flush pointing in CM (1:2) for

all joints of the kerbstones. (Sample must be approved).

Protective coat of Hydrophobic silane-siloxane (silicon)

to be applied on all exposed surface The contractor rate

shall also include the cost of excavation, finish good,

curing and Excluding M10 for levelling etc. complete as

directed by engineer in charge.

(a) 780 (L) x 300 mm (H) x 150 (W) mm Radius type

22 Road marking with hot applied thermoplastic paints Sqm. 756 367.72

(White or any colour) with reflectorizing glass beads on

bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorizing 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/centre line/ edge line/cut patta.

The white colour marking should provide luminance

coefficient on cement road shall 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.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

23 Cat Eye / Road Stud / RPM: Supplying of Moulded Twin Nos. 560 326.23

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal

reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications

of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm

on each side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2 mm

and height not less than 30+/- 2 mm) from the body is to

be a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per

manufacturers recommendation and The colour of the

marker should be as per the IRC 35-2015 and as directed

by Engineer-in-charge.

24 Providing and applying Synthetic Enamel Paint on Sqm 696 81.81

Median & Footpath Kerb with one coat of white primer

of cement paint and two or more coat of synthetic

enamel paint including cleaning all dust, dirt and other

foreign matters with all material labour equipments with

all leads and lifts etc. complete and as directed by

engineer in charge.

25 Providing and laying Colored jet black Stone finish of 80 Sqm 5268 1670.54

mm thick Cobble Stone as per approved sample of

Vyara, or Equivalent as mentioned in the drawing.

Including providing and laying 40 mm thick average

bedding layer of coarse sand below Cobble stones as per

required grading and specification. Laid Cobble Stone

shall be mechanically compacted. The work of the

Cobble Stone shall be executed in line and level by

skilled mason of flooring work only. It should be laid in

such a way that the no cutting of the Cobble Stone to be

necessary. If cutting of Cobble Stone shall be required,

than cut by machine only and laying to be done by skilled

flooring mason. The Finished surface of the Cobble

Stone shall have Coarse Sand Finish. Cobble Stone shall

be compacted and shall be re-laid if necessary. Actual

laid area shall be measured and paid without any

wastage. Sample and mockup to be prepared by

contractor for review and approval of client/client's

authorized representative before mass procurement and

execution. The rate inclusive of Transportation, loading

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

26 Pre cast Cylindrical Bollard Nos. 264 1431.34

Providing and fixing cylinder pre cast bollard with

exposed/ fair finished made in M-30. Bollard is precast

with cement concrete of M-30 grade by providing 4 no of

10 mm dia tor steel with 8mm dia stirrups by vibro

compaction method using FRP/steel mould for exposed

quality fair finish as directed and approved by Architect.

Sample shall be approved. Approximate size of bollard

is 900 height x 225mm dia.

27 Tree Guard Laying 75 mm thk. Providing and laying Tree Set 321 1253.41

Guard of 75 mm thick machine made and blasting by

automatic machine and high density of as per approved

sample of Vyara, or Equivalent as mentioned in the

drawing. Including providing and laying as per

specification. Laid Tree Guard shall be mechanically

compacted. The work of the Tree Guard shall be

executed in line and level by skilled mason of flooring

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

cutting of the Tree Guard to be necessary. If cutting of

Tree Guard shall be required, than cut by machine only

and laying to be done by skilled flooring mason. Tree

Guard shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and paid

without any wastage. Sample and mockup to be prepared

by contractor for review and approval of client/client's

authorized representative before mass procurement and

execution. The rate inclusive of Transportation, loading

28 Portable Barricade in Construction Zone (Installation of Each 40.00 3035.05

a steel portable barricade with horizontal rail 300 mm

wide, 2.5 m in length fitted on a 'A' frame made with 45 x

45 x 5 mm angle iron section, 1.5 m in height, horizontal

rail painted (2 coats) with yellow and white stripes,

mm in width at an angle of 450, 'A' frame painted with

coats of yellow paint, complete as per IRC:SP:55-2001 )

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

29 Regulatory / Mandatory Sign: - Providing and fixing sign No. 10.00 4618.73

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminium composite Panel); size 60 cm Dia Circle

plus 60 cm x 20cm rectangular additional plate as per

design of IRC67 (Latest Revision). Pre-treated with

phosphating process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy

paint; reflectorized with Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D-4956 and

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

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

frame fabricated from suitable size iron angle of 35 x

x 3mm; 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 1:1:2 CC block of 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 sheeting.

30 Cautionary Warning Sign: - Providing and fixing sign No. 10.00 5077.27

boards made out of 2mm aluminum sheet / 4mm ACP

(Aluminum composite Panel); size 60 x 60 x 60 cm

equilateral triangle plus 60 cm x 20cm rectangular

additional plate as per design of IRC-67 (Latest

Revision). Pretreated with phosphating process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorized with

Micro Prismatic Grade retro reflective sheeting of Type-

11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6mtr long stand post of 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 best quality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as

per the instruction of engineer in charge. The fixing at

site shall be in 1:1:2 CC block of size 45 x 45 x 60 Cm

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 sheeting.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

31 Facility Informatory Sign: - Providing and fixing sign No. 10.00 5906.48

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminium composite Panel); size 60 x 45 cm

rectangular plus 60 cm x 20cm rectangular additional

plate as per design of IRC-67 (Latest Revision). Pre-

treated with phosphating process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorized with Micro Prismatic

Grade retro reflective sheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 3.6mtr long

stand post of 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 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 1:1:2 CC block of

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

32 Reflectivesign

Chevron sheeting

:-Providing and fixing sign boards made No. 10.00 4681.35

out of 1.5mm aluminium sheet / 3mm ACP (Aluminium

composite Panel); size 60x50 cm as per design of IRC-67

(Latest Revision). Pre treated with phosphating 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; 3.3 mtr long stand post of 75 x

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

frame fabricated from suitable size iron angle of 50 x

x 5mm; 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 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 sheeting

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

33 Direction (Junction) Sign :-Providing and fixing sign No. 2.00 26572.09

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminium composite Panel); size 244x122 cms.

rectangular as per design of IRC-67 (Latest Revision).

Pre treated with phosphating process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro reflective sheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T. Specifications;

4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm; 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 60 Cms. for each

leg. including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

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 sheeting

34 Excavation for foundation upto following depth in all

type of hard and soft soil including sorting out stacking

of useful material and disposing of excavated stuff with

all lead and lift etc. complete.

From GL to 1.5m Cum 3560 123.13

35 Filling available excavated earth (excluding rock) in Cum 1320 136.92

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

36 Extra over above item for lead from 50 m to 5 Kms. as Cum 2240 103.26

37 Providing, supplying and fixing in position with proper Rmt 2010 14753.07

Jointing , the Precast U shape RCC Drain T-6 of 0.9 m

width x 0.9 m depth with solid cover manufactured by

FUJI Silvertech or equivalent, made of M-50 grade of

concrete with Reinforcement TMT Fe 500 D as per by

wet Casting method with necessary cut out in the wall for

pipe connection. The rates shall be including 100 mm

thick PCC in M 15 for foundation, Loading &

Transportation to site, unloading, placing, jointing etc.

but excluding the cost of necessary excavation as

directed by engineer in charge.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

38 Providing, supplying and fixing in position with proper Rmt 50 19108.19

Jointing , the Precast U shape RCC Drain T-25 of 0.9 m

width x 0.9 m depth with solid cover manufactured by

FUJI Silvertech or equivalent, made of M-50 grade of

concrete with Reinforcement TMT Fe 500 D as per by

wet Casting method with necessary cut out in the wall for

pipe connection. The rates shall be including 100 mm

thick PCC in M 15 for foundation, Loading &

Transportation to site, unloading, placing, jointing etc.

but excluding the cost of necessary excavation as

directed by engineer in charge.

39 Construction of Cast in situ chamber in RCC M30 with

Ordinary Portland cement with TMT Fe-500D

reinforcement, PCC 150 mm thick in M 15 ,15 mm thick

inside cement plaster with OPC in C.M.1:3 and including

of the cost of excavation, refilling, PVC foot steps and

excluding precast frame & cover etc. complete.

c1 RC.C. Base Slab Cum 60.00 4869.59

c2 RCC Wall Cum 112.00 6766.59

c3 RC.C. Top Slab Cum 32.00 5232.64

d TMT Fe-500D Reinforcement MT 20.00 77285.20

e 15 mm thick Inside Cement with OPC Plaster in CM 1 : Sqm 476.00 185.41

f PVC steps Nos. 686.00 87.87

g Refilling Cum 650.00 136.92

h Carting up to 5 km Cum 340.00 103.26

40 Construction of Cast in situ Drain for storm water drain /

Duct for Utilities in RCC M30 with Ordinary Portland

cement with TMT Fe-500D reinforcement, PCC 150 mm

thick in M 15, 15 mm thick inside cement plaster with

OPC in C.M.1:3 and including of the cost of excavation,

refilling, PVC foot steps etc. complete.

From 1.5 to 3.0 m. Cum 136.30 -

c1 RC.C. Base Slab Cum 360.00 4869.59

c2 RCC Wall Cum 490.00 6766.59

c3 RC.C. Top Slab Cum 360.00 5232.64

d TMT Fe-500D Reinforcement MT 140.00 77285.20

e PVC steps Nos. 500.00 87.87

f Refilling Cum 1550.00 136.92

h Carting up to 5 km Cum 1650.00 103.26

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

41 Providing and fixing perforated precast concrete Extra No. 80.00 3710.74

heavy duty (EHD) 35 type frame & cover for 600mm

width drain incl. loading, unloading, carting to the work

site & fixing etc. complete.

42 Raising of Existing manhole. Item includes, cutting of No. 25.00 6846.43

existing road surround by Manhole by diamond cutter

machine, dismantling of road in confined area by breaker

machine and carting of dismantled material. Item also

included necessary brick work to raise the manhole at

road level in CM 1:3. Item also included fixing of

Manhole frame at exact road level by using fibre

reinforced thixotropic repair mortar material,Laying of

concrete made from special bonding chemical flowable

micro concrete material in desired thickness and laying of

hot mix bituminous material in upper layer and

compaction of hot mix bituminous material by Plate

compactor machine. Rate also included necessary plaster

at inside of manhole in CM 1:3 in 20 mm thickness on

raised brickwork.

43 Providing F.R.C. MH seat cover incl. carting to the work No. 110.00 2125.00

site etc. comp. Directed. F.R.C. Extra Heavy Duty (EHD-

35) Manhole Covers & Frames Cover : 728mm ø &

mm thick circular cover, 35.00 MT load design,

100x2mm MS flat all-round, 16mm ø plain round bar for

lifting the cover & should be fitted with plastic cups.

Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x

3 mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole

44 Manufacturing, testing, supplying, loading,transporting Rmt 270 747.00

to worksite,unloading RCC pipe in OPC Cement of

following class with Socket and spigot joints as per IS

458-2021 including EPDM Rubber ring as per IS5382-

1985 etc.comp.As Directed by Engineering in charge.

RCC NP3 Pipe with OPC Cement

45 Lowering, laying and jointing R. C. C. pipes of Rmt 270 119.00

following diameters in proper position, grade and

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

including conveyance from stores to site of work,

labour, giving hydraulic testing as per lSI code.

46 Providing and fixing FRP Recess manhole frame & cover No. 100 10770.64

for footpath (Clear Opening : 600 x 600 mm and

Capacity minimum 12.5 MT) as per detail drawing incl.

loading, unloading, carting to the work site & fixing etc.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

47 Excavation for pipeline trenches for sewerage line as per

required gradient and line including all safety provision

using site rails and stacking excavated stuff including up

to all required lead cleaning the site etc. complete for all

lift and strata as specified.In all sorts of Soil and soft

48 Providing bedding incl. ramming, watering, levelling 3 296 329.00

consolidating etc. complete as per standard and

instruction of engineer in charge as above with required

quality sand brought from outside including all lead.

49 Providing and supplying lSI Standard R.C.C. pipes(of

Sulphate Resisting Cement) in standard lengths of

following class and diameter suitable for either collar

joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458/ 2021)

Note : One rubber ring should be supplied with each full

length socketed pipe, cost included in rates below.

300 mm dia Rmt. 250 755

600 mm dia Rmt. 1010 2994

50 Lowering, laying and jointing R. C. C. pipes of

following diameters in proper position, grade and

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

including conveyance from stores to site of work,

labour, giving hydraulic testing as per lSI code. R.C.C.

PIPES (at any Depth)

300 mm dia. Rmt. 250 119

600 mm dia. Rmt. 1010 228

51 Providing & Constructing Precast RCC Manhole in RCC

M-40 grade Controlled concrete as per drawing, in OPC

including excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot steps, Providing

& fixing FRC Manhole frame & cover including inside

epoxy paint complete etc.

For 300 & 600 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 3.0m Depth No 40 46548

(ii) 1.2 dia - 3.01 to 3.99 m Depth Rmt. 12 9738

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

52 Constructing Scraper Manhole of following size (inside

clear) including excavation refilling plain cement

concrete (1:2:4) for foundation, CC channel (1:1.5:3) ,

mm thick inside cement plaster in SRC Cement & 20 mm

thick outside plaster in two coats, PVC foot steps, brick

masonary in C.M. (1:5), excluding cost of manhole cover

in RCC M-20 etc complete. excluding cost of Machine

hole seat cover etc complete

2.0 mt. size Machine hole

* 'Extra depth beyond 6.0 mt. to 7.0 mt. for 2.0 x '2.0 mt. Rmt. 1 51200

size Machine hole

53 Providing F.R.C. MH seat cover incl. carting and fixing No. 1 2146.25

to the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) machine hole

Covers & Frames Cover: 728mmø & 100 mm thick

circular cover, 35.00MT load design,100 x 2mm MS flat

all round,16mm øplain round bar for lifting the cover &

should be fitted with plastic cups. Frame:560mm ø clear

opening, -888 x 888 x 175mm. On the upper periphery

off rame 25x3 mm wide MS flat should be well embed in

concrete to protect the edges off rame. FRCE.H.D.-35

machine hole cover & frame described as above. and

Carting and Fixing M.H., Chamber or Catch-pit Seat and

Cover in line and level to match existing road level in

C.C.1:2:4 and finishing smooth, watering and protecting

for 7 days etc. complete as directed.

54 Extra rate over item of excavation of earth for excavation 2 23 180.36

of asphalt pavement/RCC of thickness upto 0.30 meter

including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc. comp. with stacking

the material as directed. (i) up to 0.30 meter (By any type

of Breaker Machine or R.C.C Cutter machine including

cost of operator, fuel & transportation etc complete.

55 Refilling the pipeline trenches incl. ramming, 3 8676 22.00

watering, consolidating disposal of surplus stuff as

directed within a radius of 3 km.

(1) refilling as directed

56 Conveyance of materials such as murum, earth, kapchi, 3 1032 103.26

gravel, brick bats, kankar, sand, debris etc. from the site

to approved location, including loading, unloading,

stacking and spreading etc. complete.

57 Grouting with 1:3 cement, sand mortar for anchor bolt m3 15 3628.28

pockets, machine bases, pipe sleeves, pockets holes, etc.

including roughening and cleaning of concrete surfaces,

curing, etc. complete.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

58 Making connection to the ex. M.H. in running sewer incl.

Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All damaged

work shall be well repaired as per instructions.etc.

59 Drilling of 1300mm dia Horizontal borehole for Rmt. 20 41190.00

watermain pipeline crossing under the road incl in all

strata with required length incl fixing of 1200 mm dia

M.S casing pipe with pushing etc complete for 300 mm

& 600 mm dia ID NP3, NP4 watermain. Without Water

main & with 1200 mm dia. 16 mm plate thickness MS

Pushing work for Road and ONGC line crossing for

Dia 300 mm & 600 mm

60 Barricading the entire break down or excavated area on Rmt. 50 81.16

rental basis using wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective paint

/ Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of

lighting arrangement through out the work with

necessary required arrangement..The same shall be

removed after completion of work. (Only for break down

work from start to complete)

61 Supplying, labour for break down repairing work for No. 10 295.79

activities like excavation, disliting, removing debris from

trench back filling etc. comp. as directed by Eng.in

62 Providing 20mm thick cement plaster in single coat on m2 50 180.40

single or half brick walls for interior plastering upto floor

two level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand)

63 Temporary/Permanent plugging and blocking of sewer

line,branch connections and diversion Of flows and

removal of all plugs,etc.

300 mm and below dia sewer line No. 5 1210

64 Loosen. de-silt and thoroughly Clean and remove

debris and objects such as boulders, bricks etc

bactenotogical slimes, roots, encrustations,

grease,carbonated deposits,etc from the sewer lne Incul

ding disposal of silt/debris/malba/obJects etc.by super

suction machine.

300 mm dia and below dia sewer line Rmt. 5 1190

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

65 Fixing of Rebar on concrete structure for connection

with new structure using Hilti/Fischer or equivalent

technology including all labour,tools & tackels temporary

arrangement, safety measures etc. complete .

16 mm dia. Bar No. 10 722

20 mm dia. Bar No. 10 1383

66 Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing

the debris from MH and carting the same as directed.

(Based on Drainage SOR 2009-10)

up to 0.15 mt. (@ Two Coarse) No. 5 739.46

up to 0.35mt. (@ Four Coarse) No. 5 1172.32

up to 0.65 mt. (@ Seven Coarse) No. 5 1812.59

up to 0.90 mt. (@ Ten Coarse ) No. 5 2182.32

67 Section Feeder Panels no 1 100427.33

Smart 4G Timer, Supply of IoT based 4G Smart Streetlight Control &

Monitoring System having a Smart Panel comprising of 3 Phase IoT

Streetlight Smart 4G Timer with 16x2 LCD to display RSSI, relay status,

RTC time & diagnostics., Controller works on 3-phase & also on any

available 1-Phase., Controller with 8-hour battery backup during external

power failure. External power failure alert immediately to cloud., 110-630

V AC @ 50-60 Hz – 3 phase operating range., Standby power

consumption <3W., Smart 4G Timer with RS232 port for DLMS Energy

meter., Smart 4G Timer must be compatible with any make / brand of

DLMS (RS232) Energy Meter., DI: 4 Nos. (3 Contactor / Latch detection,

1 for Door Sensor.)., DO: 3 Relays for Independent control each phase (R,

Y, B) with 1 extra spare relay., Smart 4G Timer with dual SIM

functionality for connectivity backup., 4G M2M SIM 3-Year

communication included., Local configuration via WiFi / BLE for

maintenance or during force majeure., GPS chip inbuilt of Smart 4G

Timer for auto location tracking & astronomic schedule location.,

programmable schedules., Astronomic scheduling with monthly offsets.,

Smart 4G Timer has inbuilt timer stores schedules locally & also stores

schedule execution logs locally, syncs to cloud whenever connected to

cloud., Auto-scheduler overrides manual operations., Monitoring & alerts

for MCB trips., Over/under voltage, current, overload, power factor &

short circuit protections with alerts via Dashboard, App, SMS, WhatsApp

& Email., Contactor / Latch chattering protection & alerts., Smart 4G

Timer with neutral failure protection and alert., Bulit-in Watchdog for anti-

jamming., Smart 4G Timer must send Regular "heartbeat" on software for

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

Accelerometer for tamper & panel movement detection & -

alerts., Smart 4G Timer must be tested from an NABL

Lab for Surge Test @ 6 KV (IEC 61000-4-5), ESD Test

4), Conducted Emission @ 150 KHz-30 MHz

(CISPR11), Damp Heat Test (40 Deg C @ 95% RH)

cycles of 12+12 hours (IS: 9000 (Part 5/Sec.2):1981

latest) with all test passing criteria as “Temporary

degradation or loss of function or performance which is

self-recoverable”., FOTA functionality required for

upgrades., Smart 4G Timer sends & stores online/offline

data of controller & load for lamp burn hours analysis., It

stores & syncs connectivity logs for configuration of

network connections & analytics., PANEL &

SWITCHGEAR, The panel includes a Class 1 DLMS

energy meter NABL approved with 1-2 months of stored

data of daily, hourly, monthly, load survey,

instantaneous, events, tamper data & with power events

stored in meter memory for audit purpose., Must monitor

V, I, KWH, KVA, PF, KVAH, etc., Panel made with

mm CRCA sheet with ground mountable stand complete

with gland plate, waterproof glands, earthing bolt., IP55,

weatherproof panel with RAL7035 powder-coated., Smart 4G Timer must be -

fitted on removable terminal sockets for easy maintenance., Switchgear

includes 3 Nos. 3 pole Contactor / Latch having minimum 50 A Load carrying

capacity per phase, all other switchgear & wires: 40 A load carrying capacity.,

1 Nos. 4P MCB 10 kA for Incomer & 6 Nos. 1P MCBs 10 kA for Outgoing.,

Phase-Wise Bypass MCBs required., 4P RCCB 100 mA., door sensor. Also,

provide lock & key facility., Panel mount outdoor antenna for GSM, GPS.,

Canopy design for draining down water., CCMS SMART SOFTWARE,

OAuth 2.0 APIs for sending data to Government clouds/software, etc., CCMS

Web dashboard with secure password & OTP login., Hosted on trusted cloud,

data security, antivirus & attack protection., HTTPS., AES256-bit encryption.,

Vulnerability Assessment and Penetration Testing (VAPT) certificate for

CCMS Software., Streetlight management software for load status, live

analytics & reports., Energy meter data tables (kW, kWh, PF, I, V, etc.)

available., Utility monthly bill reconciliation & Class 1 accuracy reports for

billing, energy monitoring & auditing for streetlight load., Fault detection.,

Light fault 99% analysis on dashboard using energy monitoring., WhatsApp

integration., Hierarchy-wise reporting & alerts., GIS mapping of live connected

streetlight control panels, poles & streetlights., MQTT protocol., Smartphone

app with local configuration & navigation., Monitoring & reporting of lighting

parameters., Facility for media attachments for site photos/videos/work

permits/checklists, etc. per Feeder Panel for remote verification., Asset

management module for streetlight infrastructure data., Complaint/service task

management with history & escalation must be available., Android & iOS App

for dashboard analytics, graphs, energy data, alerts., 3 Years CCMS Web

Software & Cloud Server Hosting subscription included., Customizable, user-

friendly dashboard.,

Panel Should Have lockable Space to incorporate the 1 nos of the 3 phase

energy meter with its main switches with separate cable entry with

separate compartment & Separate door.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

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

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 (A) 150 X 90 X 75 cm

section pillar fabricated from 14 Gauge MS Sheet with

angle iron legs 95 cm long made from 40 X 40 X 6 mm

thick MS angle.

SITC of the MCB's ( 10 KA ) Timers , & Contactors

68 providing and erecting Miniature circuit breaker single no 120 270.68

pole 0.5A to 2A system and having breaking capacity

KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark

69 Miniature circuit breaker single pole suitable to operate no 4 112.11

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

6 to 25 A SP MCB

70 Providing & erecting 240 V MCB double pole switch for no 4 299.97

motor & inductive load (C Curve) having 10 KA

breaking capacity & confirms to IS : 8828 in existing box

having following capacity

6 to 32 A DP MCB

71 Approved make ELCBs / RCCBs conforming to IS: no 2 1969.5

12640 and having sensitivity of 30 mA and Short Circuit

withstand capacity of 6 KA and suitable for operation on

single phase 240 V. having characteristic of quick action

& tripping with all advance feature & do not incorporate

any electronic component. for following Max. rating

erected as directed

25 to 32A / 30mA/100 mA DP ELMCB

72 40 A / 100 mA DP ELMCB no 2 2235.13

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

73 Providing & erecting 415 V MCB three Pole for Motor no 2 587.82

& Inductive Load (C Curve) having 10KA breaking

capacity & confirms to IS :8828 in existing box having

following capacity

(a) 6 to 32 Amp. Cat.III

74 Providing & erecting 415 V MCB three Pole for Motor no 2 647.41

& Inductive Load (C Curve) having 10KA breaking

capacity & confirms to IS :8828 in existing box having

following capacity

(b) 40 Amp. Cat.III

75 Providing & erecting 415 V MCB Four Pole for Motor no 2 595.9

& Inductive Load (C Curve) having 10KA breaking

capacity & confirms to IS :8828 in existing box having

following capacity

6 to 32A FP MCB

76 Supplying & erecting power contactor for time switch no 2 1883.65

complete erected as per direction Cat III

[B] 2 pole 250V 32 Amp.

77 Supplying & erecting power contactor for time switch no 2 2782.55

complete erected as per direction Cat III

[D] 4 pole 440V 40 Amp.

78 Supplying & erecting approved make Digital time switch no 2 3168.37

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.

79 Cable Trenches, Manholes & Pipes mt 500 357.54

(B) If additional machinery like hammer driller or JCB

80 Making trench in soft soil of suitable width of 90 cms mt 1000 55.55

deep from the final ground level or road level for laying

cable or locating the fault all over the run and backfilling

the same & clearing the site by removing debris &

Shifting of the debris & making site good As per the

Instruction of the Engineer Incharge.

81 Making trench in Hard murum / Tar Road of suitable mt 250 74.74

width of 90 cms deep from the final ground level / road

level for laying cableor locating the fault all over the run

and backfilling the same and making the surface proper.

by removing debris & Shifting of the debris & making

site good As per the Instruction of the Engineer Incharge.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

82 Covering of cable with second class bricks laid cover the mt 250 140.39

cable crosswise & also on both sides with covering of

5 Cms. layer of sand above & below cable (cable shall be

laid in 0.9mtr.deep & 0.4 Mtr.wide trench). Where there

are more than one cable in the trench on either side of the

cable, 5 Cms. over lapping of bricks shall be provided.

83 Driling the road without breaking the road surface mt 250 492.88

(Asphalt) for laying of cable for feeding power supply by

making Suitable size of holes at both ends complete.

(A) Up to 100 mm bore dia

84 Driling the road without breaking the road surface mt 250 616.1

(Asphalt) for laying of cable for feeding power supply by

making Suitable size of holes at both ends complete.

(B) Up to 150 mm bore dia

85 Providing & laying. Double walled corrugated pipes mt 2800 62.62

(DWC) of polyethylene(conforming to IS 14930 II ) Anti

Rodent type with necessary connecting accessories of

same material at required depth for laying of cable.

below ground / road surface for enclosing cable with

Excavation and backfilling the same to make ground as

88 Providing & laying approved make ISI marked HDPE mt 300 491.87

6Kg / cm2 (Class-3) as per IS:4984:1995 PE-80 to be

erected at road crossing on or floor as directed for laying

of cable. The pipes as following size of dia & weight per

(E) 90 mm inner Dia

89 (F) 110 mm inner Dia. mt 300 732.25

90 Providing and erecting 1.5 mm thick FIA approved and mt 200 33.33

ISI mark (embossed) RIGID PVC PIPES of following

size complete erected with necessary PVC fittings &

Junction boxes fixed with adhesive solution & Clamps

with following type of erection.

For erecting concealed / Open in wall/slab along with

continuous fish wire to draw mains, laid in approved

manner with plastering by cement mortar & finishing the

surface to match the wall/ceiling.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

93 Cables mt 100 220.18

Supply and Laying XLPE(IS:7098) )(I)-88 ISI marked

armored cable of Cu. / Aluminium conductor of

KV.grade of following sizes in ground or in pre-laid

DWC pipe / Trenches with necessary cable identification

mark to be provided at distance of 15 mt. & with 2 nos.

of 16 SWG G.I. wire continuous in length per cable.

35 sq.mm x 3.5 c Al. cable

94 25 sq.mm x 4 c Al. cable mt 150 190.89

95 16 sq.mm x 4 c Al. cable mt 2800 153.52

96 10 sq.mm x 4 c Al. cable mt 100 140.39

97 6 sq.mm x 4 c Al. cable mt 100 126.25

98 Supplying and laying Flexible PVC insulated multistrand mt 900 46.46

multicore 1.1 kv grade ISI marked copper wires of

following size.

1.50 Sq.mm 3 core round PVC sheathed

99 2.50 Sq.mm 3 core round PVC sheathed mt 100 77.77

100 4.00 Sq.mm 3 core round PVC sheathed mt 100 127.26

101 Cable Termination no 2 151.5

Supplying & fixing Double Compression type Brass

glands & making joint with necessary crimping socket of

long nack type connecting the same to various equipment

etc. for the following sizes:

35 sq.mm x 3.5 c Al. cable

102 25 sq.mm x 4 c Al. cable no 4 112.11

103 16 sq.mm x 4 c Al. cable no 260 108.07

104 10 sq.mm x 4 c Al. cable no 4 90.9

105 6 sq.mm x 4 c Al. cable no 4 62.62

106 4 Sq.mm x 3c Cu. XLPE ARM Cable no 4 51.51

107 Street light Poles no 130 8192.11

Drawings to be approved by Architect / Consultant/

Supplying and erecting approved make Octagonal pole

made from HR sheet steel. The pole should be made as

per IS. and shall be coated with hot dip galvanizing as

per IS 2629/2633/4759, suitable suspend local wind

speed with integral Junction box consist of terminal plate

of min 6mm Hylam sheet, standard profile

35mmX7.5mm Din-Rail for MCB Mounting, stud type

terminal and arrangement for cable termination to be

erected With Suitable foundation (Included) as per

details given by manufacturer considering site

(D) 6 Mtr. Long 70 mm Top X 135 mm bottom dia,

mm thickness with 200mmX200mmX12mm base plate,

4-M20 Bolts and 600mm long with necessary G.I. J Bolts

108 (iii) Add Extra for PU base primer and PU Paint on pole no 130 481.77

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

109 Providing and erecting street light pole bracket no 3 491.87

comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I sleeve

tubing of approx. 45cms.length and suitable for 76.5 mm

/ 80mm. / require size pole top having sufficient fasteners

for fixing the brackets and having spread of 1 mtr. length

with suitable rise as per site condition & suitable welded

stiffener reducer and nipple with check nut complete

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

two coats of Aluminium / PU paint. paint with following

[A] Single Arm bracket 0.5 Mtr

110 Providing and erecting street light pole bracket no 124 622.16

comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I sleeve

tubing of approx. 45cms.length and suitable for 76.5 mm

/ 80mm. / require size pole top having sufficient fasteners

for fixing the brackets and having spread of 1 mtr. length

with suitable rise as per site condition & suitable welded

stiffener reducer and nipple with check nut complete

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

two coats of Aluminium / PU paint. paint with following

[B] Double Arm Bracket 0.5 Mtr

111 Providing and erecting street light pole bracket no 3 743.36

comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I sleeve

tubing of approx. 45cms.length and suitable for 76.5 mm

/ 80mm. / require size pole top having sufficient fasteners

for fixing the brackets and having spread of 1 mtr. length

with suitable rise as per site condition & suitable welded

stiffener reducer and nipple with check nut complete

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

two coats of Aluminium / PU paint. paint with following

[C] Three Arm Bracket 0.5 Mtr

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

112 Supplying, erecting, testing, commissioning approved make M.S. no. 2 184438.12

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 =

No. with necessary wiring of 2.5 sq.mm 5 core ISI copper cable

(e) Bottom most section suitable for mounting reversible motor and

switchgears having door not more than 1400mm x 300mm with

waterproof gasket & hinges & locking arrangement.

(f) Pole structure comprises suitable size of reversible motor, cable

and necessary switchgears.

(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 [CAT.II]

[4] High Mast 16 Mtr. TOP A/F 150 Mm, BOTTOM A/F 400 Mm,

No. of Sec. No. - 2, Bottom Thickness - 4 mm, Top Sec. - 3 mm, Size

Base Plate - dia.630 mm x 20 mm thick, Foundation Bolt Size M24 x

870 mm, Qty - 12 Nos., Suitable for mounting Fitting of Light -

113 Light Fixtures No 260 6566.01

Luminaries with all electrical accessories & it should be energy

efficient, low loss, ortho cyclically wound open construction

copper ballast, ignitor & power factor improvement capacitor etc

are prewired upto the terminal block & mounted on a removable

control gear module for ease of maintenance. All electrical

connections of the control gear module with the rest of the

luminaire should be click fix & foolproof & require use of no

tools. Mounting options should be for both lateral as well as pole

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 aluminium 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 4000 K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

%.( 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

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

114 Supplying and erecting LED street light / Flood light No 2 6088.28

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

aluminium housing with smooth finish powder coated

and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with

company mark/name engraved or embossed 160 to

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

4000 K,Uniformity ratio >0.45, Luminaire efficacy>

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.)

(B) Flood Light (IP-65), Surge protection -4KV integral

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

voltage protection.

(iii) Above 60 to 90 watts

115 (iv) above 90 to 120 watts No 15 7266.95

116 (vii) above 200 to 250 watts No 2 10818.11

117 Earthing no 4 2568.43

Plate Type Earthing

Supplying & erecting funnel type earthing having earth

plate of following size burred in specifically prepared

earth pit 3 mtr. below ground with 40 kg. charcoal and

salt with alternate layers of charcoal & salt, 20mm.dia.

G.I. pipe with Funnel with a wire mesh for watering &

bricks masonry block, C.I. Cover complete as per para

7.3 of IS 3043 with necessary length of double

Galvanised Iron / copper earth wire No 6 SWG bolted

with lug to the plate and covered in 12 mm dia. G.I. pipe

2.5 mtr long complete connected to the nearest switch

gear with end socket as per direction & duly tested by

earth tester confirming to IS (As per drawing) with

following specification

118 Chemical Type Earthing no 30 5760.03

Supplying & erecting in earthpit of minimum bore dia.

225mm size , approved make Safe Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987

made of Copper Pipes having Outer pipe dia of 50mm

having , Inner pipe dia of 40 mm , connection terminal

dia of 14 mm with constant ohmic value surrounded by

highly conductive compound with high charge

dissipation suitable for following type of applications.

(b)For Electrical installation up to 11 KV in normal soil.

Length of Pipe : 2.00 mtrs

Back filling Compound :1 no. Bag of 25 Kg.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

119 Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade Ea. 130 823.15

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 panel)

120 Earth wire/strips : Kg. 75 77.77

Supply and laying required size Cu/GI. earthing

strips for interconnecting the earthing stations,

panels, section piller etc. in built up trenches, on

walls/ceiling, buried in ground generally as specified

and shown on drawings complete with :

a) Fixing accessories.

b) Corrosion protection of buried conductors with

bituminous coating and covered with PVC tapes.

121 25 x 3gauge

cu. earth wire Kg. 25 794.87

122 No.8 gauge bare GI. earth wire Kg. 1000 77.77

123 Miscellaneous No 2 5050

Liason / Follow UP with Supply Co.

Filling the necessary application to supply co. following

up and getting the supply filling the necessary test report

to the supply co. inclusive. All official fees including

security deposits will be paid by the client and out of

pocket expenses shall be of contractor.

More than 10 KW

124 Removing & Relaying Lot 1 50500

Dismantling and removing of existing Section feeder

pillar and deposite to the store as per GUDA / Client

Engineer instruction.

125 Removing of existing pole, Pole Foundation, Light Lot 1 50500

Fixtures, High Mast, Cables & Shifting to the Clients

store carefully. Written consent to be taken from the

clients engineer for material submitted at store. Any

ambiguity in this matter will be at contractors scope.

Scope also includes the temporary illumination work

ehere ever contractor removes the pole, where ever

dark patch is there & Where the old power source is

available, proper nos. of temporary Street light /

flood light for illumination of entire road length shall

be provided and lux level should be maintain Average

25-35lux, arranged & maintained by the agency till

the new poles are commissioned and put in working

Providing , erecting , fabricating the M.S. structure as per Kg 500 77.77

requirement on site incorporating proper size of M.S.

angles, flats, bars, channels, pipes, sections, Sheets & for

the pole swaging with the suitable dia pipe complete with

cutting, welding, grinding & finishing duly painted with

two coat of redoxide with erection on site as per

direction of engineer in charge with necessary gouting,

cementing, plastering & finishing complete as per the

instruction of the engineer incharge.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

127 Construction of brick masonery pulling chamber 1250 No. 20 24870

mm x 1250 mm inside clear size and depth upto

meter with 350 mm thick masonery in cement mortar

proporation 1:5,cement finish cement plaster in CM 1:3

proportion of 15 mm thickness from inside with 150 mm

thick PCC at bottom with top slab minimum 200 mm

thickness in M20 grade with reinforcement. The rate

shall be inclusive of providing and fixing frame and

cover of FRC for the Heavy Duty. Rate also inclusive of

excavation and back filling & clearing the site by

removing debris & Shifting of the debris & making site

good As per the Instruction of the Engineer Incharge

complete in all respect

128 Providing & Supplying JCB Machine on rental basis in Hr. 720 535.71

case of emergency situation and break down type work &

also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be

allowed for non working condition of machinery and for

pipe line excavation and laying work)

129 Unskilled Labour (3 Month x 3 labour) Day 270 480

I/We am/are willing to carry out the work at ________% above/below percent (should be written in figures and words) of

the estimated rate mentioned above. Amount of my / our tender works out as under .

Estimated amount put to tender Estimated amount put to tender

Deduct____% below Add____% Above

In words In words

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

2 All columns in the Schedule should be filled in ink and the total of the entire in the last columns should be struck by

the contractor under his signature.

3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good

for work under all conditions, site, moisture, weather etc.

4 To be continued on additional sheets, if found necessary.

5 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

6 GST is applicable separately for all type of works by the Client (Total Tender Cost is without GST).

7 The bituminous work shall be carried out by the contractor or as under by utilizing.

8 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-

102008-61-S dated 27-11-2008 attached with tender papers.

9 From dt. 1-7-2017 GST is applicable hence Agency should quote price accordingly. Any dispute regarding this will

not be considered by GUDA

10 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

It. No. Item Description Unit Estimated Final Rate Amount

Quantities (Rs.)

11 GST and Income tax TDS will be deducted at a source while making payments of bills.

12 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in SOR used for preparation of Estimate.

Signature of Contractor Executive Engineer

Gandhinagar Urban Development Authority