Construction of Cement Concrete Road from Village Gora To Bhanadra (Narmada)

Name of Work : Construction of Cement Concrete Road from Village Gora To Bhanadra

BILL OF QUANTITIES

Items Quantity Unit Amount

Clearing and grubbing road land including

uprooting rank vegetation, grass, bushes, shrubs,

saplings and trees girth up to 300 mm, removal of

1 stumps of trees cut earlier and disposal of 13.32 Hect. 28455.09

unserviceable material with all lead & lifts. (C) By

mechenical means in area of light jungle.

Dismantling of Flexible Pavements (Dismantling

of flexible pavements and disposal of dismantled

2 materials up to a lead of 1000 metres, stacking 3552.00 Cum 347.80

serviceable and unserviceable materials

Dismantling the existing structure including

removing and stacking the dismentelled

3 materials as and where directed. (A) R.C.C. work 100.80 Cum 952.51

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

4 materials and disposing off the excavated stuff 7148.40 Cum 642.42

upto 50 Meter lead.(E) Hard Rock

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

5 materials and disposing off the excavated stuff upto 71484.00 Cum 125.85

50 Meter lead.(A) Loose or soft soil

Earthwork for embankment including breaking

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade

in layers at O.M.C. to required dry density

6 including filling the depression which occur 138373.00 Cum 182.14

during the process using power roller 8T to 10T.(E)

From Borrow area within 3.0 KM. lead

Construction of granular sub-base by providing

GSB Grade-I close graded Material using metal

aggregate 53 mm to 26.5 mm @ 27.5% 26.5 mm to

9.5 mm @ 22.5%, aggregate 4.75 mm to

mm @ 10.0% and stone dust aggregate

mm below @40.0%, mixing in a mechanical mix

7 plant at OMC, carriage of mixed Material to work 24710.00 Cum 1009.43

site, including spreading in uniform layers with

motor grader on prepared surface and

compacting with vibratory power roller to achieve

the desired density, complete as per clause

Dry Lean Cement Concrete Subbase

(Construction of dry lean cement concrete Sub-

base over a prepared sub-gradewith coarse and

fineaggregate conforming to IS: 383, the sizeof

coarse aggregate not exceeding 25mm,

aggregate cement ratio not to exceed15:1,

aggregate gradation after blending to be as per

table 600-1, cement content not to be less

than 150kg/cum optimum moisture content to be

determined during trial length construction,

8 concrete strength not to be less than 10Mpa at 18926.00 Cum 2121.76

7 days, mixed in a batching plant,transported to

site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller,

finishing and curing.) (As per Standard

Databook for Roads & Bridges - MORTH

SPECIFICATION CLAUSE 601/Item No.6.1)

Cement Concrete Pavement M-35

(Construction of un-reinforced, dowel jointed,

plaincement concrete pavement over a prepared

sub base with 53 grade cement@425 kg per

cum, coarse and fine aggregate conforming to

IS383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and mixing

plant as per approved mixdesign, transported to

site, laid with a fixed form or slip form paver,

spread, compacted and finished in a continuous

operation including provision of contraction,

9 expansion, construction and longitudinal joints, 30525.00 Cum 6416.53

joint filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curingcompound,

finishing to line sand grades as per drawing.) (As

per Standard Data book for Roads & Bridges-

MORTH SPECIFICATION CLAUSE 602/Item

Providing and fixing ordinary Kilometer stone of

approved hard stone as per I.R.C. type design in

10 C.C. 1:4:8 including painting and lettering etc. 15.00 Nos 891.52

complete (For N.H., S.H. and M.D.R.)

Providing and fixing 5th Kilometer stone of

approved hard stone as per I.R.C. type design in

11 C.C. 1:4:8 including painting and lettering etc. 4.00 Nos 1175.55

complete (For N.H., S.H. and M.D.R.)

Cat Eye / Road Stud / RPM: Supplying of

Molded Twin 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 +/- 5 degree. The

12 strength of detachment of the integrated cylindrical 4432.00 Nos 326.23

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 color of the marker

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

by 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

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

Cautionary Warning Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

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

90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro

efiectivesheeting 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

14 for each board shall be as per theinstruction 95.00 Nos 5077.27

of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing

etc.complete under the supervision of engineer

in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

Regulatory / Mandatory Sign :-Providing and

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms Dia Circle as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

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

of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size

iron angle of 35 x 35 x3mm; painted with bestquality

epoxy coatings in black and white bends. The

15 details of symbol foreach board shall be as per 97.00 Nos 4618.73

theinstruction of engineer in charge. The fixing at

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

Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 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

STOP Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 cms

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

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956

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

stand post of 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

16 bends. The details of symbol foreach board shall be 15.00 Nos 7213.42

as per theinstruction of engineer in charge. The

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

45 x 45 x 60 Cms.for each leg.including

excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

lab for the product offered shall be submitted by

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

Direction (Junction) Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 244x122

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

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade

retro refiectivesheeting 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 bestquality epoxy

coatings in black and white bends. The details

17 of symbol for each board shall be as per 25.00 Nos 21287.50

theinstruction of engineer in charge. The fixing

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

45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab

for the product offered shall be submitted by

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

Chevron sign :-Providing and fixing sign boards

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50 cm as per

design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.3 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 50 x 5mm; painted with

bestquality epoxy coatings in black and white

18 bends. the details of symbol or inscription / 50.00 Nos 4681.35

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 blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Retro

reflective sheeting from originaa 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

Provision of an Reinforced cement concrete

new jersey crash barrier at the medians,

constructed with Reinforced cement

concrete with HYSD reinforcement conforming

to confirming MoRT&H specifications and as

per details given IRC:119 (Fig.26) including dowel

bars 25 mm dia, 450 mm long at expansion joints

filled with pre-moulded asphalt filler board etc.,

as per approved drawing and at locations

directed by the Engineer, all as

specified.(Area-0.243 Sqm./Meter, Single Face)

Providing and Laying compacted 100 mm thick of

specifdied quarry spall in the side shoulder

20 including carriage of material and spreading on 2398.00 Cum 493.89

prepared base including as per MORTH

Type- A, "W" : Metal Beam Crash Barrier (Providing

and erecting a "W" metal beam crash barrier

comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground

level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre,

1.8 m high, 1.1 m below ground/road level, all

21 steel parts and fitments to be galvanised by 3304.00 Rmt. 3294.62

hot dip process, all fittings to conform to IS:1367

and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x

75 x 5 mm, 330 mm long complete as per clause

Portable Barricade in Construction Zone

(Installation of 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, 150 mm in

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

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

Design and Construction of RCC precast Bus

Shelter (Slab Length 7.50 m x Slab Width 3.20 m)

with conventional grade slab and precast

foundations beams including precast structural

design by chartered Structural Engineer with

Precast Design and etailing Experience of minimum

5 years and Construction of superstructure using

Precast COLUMNS,BEAMS, LOAD BEARING

WALLS, SLABS AND NON-LOAD BEARING

PARTITION WALLS to be used for making seating

benches as per Architect's drawings and structural

designs including casting of precast structural

elemets under controlled environmental controlled

manufacturing facilities which comprise of fully

automated moisture controlled batching plant,

casting tables, handling cranes fork lift, inhouse

laboratory for quality control incl. provision of all

embedded Electrical & Plumbing conduits as per

detailed drawing and fixing the smooth finish

(dimensional tolerance as per Indian Standard

Guidelines) for precast structural elements of M-40

or higher grade of concrete incl. Transport to

construction site, Erection and Installation of all

precast elements to form building structure as per

connection details and joint treatment as per

Providing and laying 250 mm thick Wet Mix

Macadam (W.M.M.) using machine crushed black

trap aggregate of 40 to 50 mm size in the material

as per MORT & H specification including premixing

the material with water at OMC in mechanical mix

24 plant, carriage of mixed material by tippers to site, 3220.00 Cum 810.26

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.

Providing and applying priming coat using Slow

Setting emulsion Asphalt at the rate of 7.5kg /

25 Sq.M. On water bound mechadam / W.M.M surface 12880.00 Sqmt 91.91

etc. complete including cleaning the surface with

cost of all labour materials.

Providing & Laying 50 mm. thick Bituminous

Macadam with B.T. Aggregate as per MORT & H

specification & asphalt grade VG-30 for tack coat @

2.5 Kg / 10 Sq.m. on B.T surface With Mechanical

Sprayer & Bitumen Grade VG-30 for mixing @

Kg. / M.T. i.e. 3.4% of total weight of mix including

heating & mixing the aggregate & asphalt in

continuous batching drum mix plant and spreading

the same by paver finisher & consolidation with

vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's

own machinery drum mix plant & paver finisher etc.

Providing and laying 25 mm thick Semi Dense

Bituminous Carpet using specified graded crushed

Black trap stone aggregates as per MORTH

gradation using VG-30 (60 / 70) bulk bitumen for

mixing at the rate of 5.0 % (50.0 Kg./M.T.) by hot

mix process in drum mix plant and hot laid process

27 using paver finisher to the required camber and 740.60 MT 4458.14

grade, including rolling with vibratory roller to achive

desired density including cost of clearing using fire

wood, oil, Kerosene, labour charges and hire

charges of machinaries etc. complete.

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2

28 watering and laying (To level of slops of I.S. 458 / 818.00 Rmt 4710.55

1971 Class NP4 of following internal diameter. (iv)

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 80 x

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

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiective 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

29 symbol foreach board shall be as per theinstruction 50.00 Nos 5906.48

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

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

30 materials and disposing off the excavated stuff 27272.81 Cum 160.89

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

Providing and laying controlled cement concrete

M.150 and curing complete excluding cost of

31 formwork and reinforcement for reinforced concrete 1989.67 Cum 3792.73

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

and Mass concrete

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

32 formwork and reinforcement for reinforced concrete 130.83 Cum 4185.95

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

and Mass concrete.

Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

33 ceiling not exceeding 4 M. and removal of the same 2557.44 Sqm 188.10

for in situ reinforced concrete and plain concrete

work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing TMT Bar FE 500D reinforcement for

34 R.C.C. work including bending, binding and placing 435803.47 Kg. 77.28

in position complete upto floor two level

Supplying and erecting LED Street Light / Flood

Light fittings with High power White LEDs wattage

of 1 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

aluminium with diffuser and polycarbonate optics /

lenses with company mark/name engraved 120 to

300 V. Power Factor more than 0.95 THD < 10 %

CCT 5000 K to 5700 K. Uniformity ratio > 0.45.

luminaire efficiency > 85 lumens/watt. LED driver

35 efficiency > 85 %. CREE/OSRAM/PHILIPS 616.00 Nos 6501

Lumileds / NICHIA / SEOUL / Bridge (U.S.A) make

LED Used for luminaire. (Each fitting required LM-

79 & LM-80 Certificates). (Make-

Havells/Phillips/Wipro/Syska/Bajaj/Crompton/Osra

m/Surya/Panasonic)(A) Street Light (IP-65), Surge

protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts. Cat-lll

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

armored cable multistrand Aluminum conductor for

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

36 in existing trench / pipe of following size of cables. 7848.00 Mtr. 152

(Make -Havells/Polycab/RRKable/Finolex)

(A) 4 core 16 Sq. mm

37 (B) 4 core 25 Sq.mm 2000.00 Mtr. 189

Supplying and erecting Flexible PVC insulated

multistrand multicore 1.1 kv grade ISI marked

38 copper wires of 1.50 Sq.mm 3 core round PVC 2934.24 Mtr. 46

sheathedsize to be erected as directed.

Making trench in soft soil of suitable width of 90 cm

deep for laying cable or locating the fault all over

39 the run and back filling the same and making the 9848.00 Mtr. 55

surface as normal ground.

Providing & laying approved make Double walled

corrugated pipes (DWC) having 50 mm dia of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

40 material at required depth for laying of cable. 9848.00 Mtr. 62

below ground / road surface for enclosing cable

and back filling the same to make ground as per

original.(A)50 mm outer dia

Supplying & erecting approved make IP 55 grade

Company fabricated Timer Panel of following

capacity for switch On-Off street lights on time

scheduling basis made from 16G CRCA sheet duly

epoxy power painted inside and outside with hinged

doors and locking arrangement consisting of

41 suitable size of 4 Pole MCB and 4 pole contactor 4.00 Nos 16891

(cat-III)with analog time switch, auto manual switch

of same make and suitable input and output

Bakelite terminals and with door earthing approved

by Engineer in charge. [C] 63Amp

Supplying & erecting earth pit of minimum bore

dia.150mm size approved make Earthing Electrode

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

1987 made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal

dia of 12mm with constant ohmic value surrounded

by highly conductive compound with high charge

dissipation suitable for following type of applications

with chamber and heavy duty cover.(approved

make OEM has to submit test certificate) & having

42 back filling compound of (B) Inner chemical (CCM 4.00 Nos 4546

Compound)- Resistivity:- 0.2 / meter testing as

per IEC 62561-2017, Voltage drop:- < 1 volt at no

load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be

capable to retain moisture for long time Necessary

test report must be submitted.(a) For Electrical

Installation up to 440V in normal soil Length of pipe -

Back filling compound - 1 Nos Bag of 15 Kg.

Providing and erecting HOT deep Galvanised iron

strip wire 8 to 16 SWG.

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

44 cable termination to be erected on suitable 296.00 Nos 11299

foundation (included). (E) 7 Mtr. Long 70 mm Top

X 135 mm bottom dia, 3 mm thickness with

225mmX225mmX16mm base plate, 4-M20 Bolts

and 600mm long J-Bolt.Approx Pole weight 67 kg

Providing and erecting approved make RCCBs

confirming to IS:12640 and having sensitivity

of 30mA and short circuit withstand capacity

of 10KA and suitable for operation on single

phase 240V, 50Hz having characteristics of

45 quick action and tripping with all advance 296.00 Nos 1950

feature and do not incorporate any lectronic

equipment for following max. rating erected as

directed (i) 25Amps DP Cat.III

Supplying & erecting approved make SMC press

moulded composite FRP. loop-in, loop-out

approx. 2mm thick box complete with Bakelite

connector strip 5way(3P+N+E),DIN rail for

mounting mob & hinged doors as per

requirement having locking arrangements with

46 mounting clamp with nuts, bolts & washers 296.00 Nos 890

suitable for erection on pole with cable

clamps& earth bolt of following size of box.(a)

300mm x 200mm x 100mm [deep]

Providing and erecting Street Light pole bracket

comprising main B Class MS pipe of 4.2 cm/require

outside dia. complete with suitable B Class M.S.

sleeve tubing of approx. 45cms.length and suitable

for 76.5 mm /80mm / required size of pole top

having sufficient fasteners for fixing the brackets

and having spread of 1.5.mtr. length with

47 deg.with vertical plane & suitable welded stays, 296.00 Nos 907

reducer and with check nuts complete painted with

one coat of Red oxide / PU base primer and two

coats of Aluminium / PU paint. paint with following

nos of arms.[B] Double Arm Bracket 1.5 Mtr

Providing and erecting Street Light pole bracket

comprising main B Class MS pipe of 4.2 cm/require

outside dia. complete with suitable B Class M.S.

sleeve tubing of approx. 45cms.length and suitable

for 76.5 mm /80mm / required size of pole top

having sufficient fasteners for fixing the brackets

and having spread of 1.5.mtr. length with

48 deg.with vertical plane & suitable welded stays, 8.00 Nos 1204

reducer and with check nuts complete painted with

one coat of Red oxide / PU base primer and two

coats of Aluminium / PU paint. paint with following

nos of arms.[C] Triple Arm Bracket 1.5 Mtr

Supplying and erecting pipe type earthing having

150cm long and 2.5 cms dia. Galvanised iron pipe

49 with coupling and bush buried in specially prpared 296.00 Nos 365

earth pit completed with ncessary 8 SWH earth wire

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

50 formwork and reinforcement for reinforced concrete 845.45 cum 3883.4

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

and Mass concrete

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2

51 watering and laying (To level of slops of I.S. 458 / 105.00 rmt 6621.25

1971 Class NP4 of following internal diameter. (vi)

Providing and laying plain / reinforced Design Mix

cement concrete of various grade with cement,

sand and coarse aggregates including centering,

shuttering, batching, mixing, transporting, placing,

vibrating, smooth finishing, curing etc. complete for

all lead and lift. (Batching Plant Based, Excluding

dewatering) (E) Roadway slab, approch slab, chute

floor slab, kerb, pier cap, abutment cap, hoisting

platform, top slab of barrel etc.

(iv) M-30 Grade

Coursed rubble masonry with stone of approved

quality in foundations and plinth in Cement Mortar

53 1:5 (1-Cement : 5-coarse sand) etc. complete. 130.15 cum 3521.51

Drainage Spouts complete as per drawing and

Technical specification

Providing and laying controlled cement concrete M-

35.0 and curing complete including the cost of form

55 work but excluding reinforcement for reinforced 4788.16 cum 7660.85

concrete work in: RCC Wall/Slab

Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in

56 Cement Mortar 1:5 (1-cement : 5-coarse sand 1024.27 cum 2635.14

including levelling up etc. complete

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. 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.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

3. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per 4. Govt.G.R.:PRC-

10/2017CementConsumption/16/CDate:11/05/2017as 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 all the tender.