NIRMAL GUJARAT 2.0 & UDP-88(SJMMSVY) GRANT

DEVLOPMENT OF ROAD FROM VAISHALI GATE TO PRAVIN PETROL PUMP AT BAVLA.

SCHEDULE-B1:-CONSTRUCTION OF R.C.C. ROAD FROM VAISHALI GATE TO PRAVIN PETROL

Description Quantity Unit Amount

No. (With L.C.)

1 Demolition including stacking of serviceable 1782.00 Cu.M. 1057.85

materilas and disposal of unserviceable materials

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

2 Demolition and disposal of unserviceable 159.00 Cu.M. 529.72

materials with all lead and lift.(i) Cement concrete.

3 Boxcuttingtheroadsurfacetoproperslopeandcamb 1379.70 Cu.M. 102.93

erformaking a base for road work including

removing the excavated

stuffanddepositingontheroadsideslopeasdirectedu

4 Filling in foundation and plinth with murrum or 948.60 Cu.M. 289.06

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

3 Repairing Existing M.H. Chamber 10.00 No. 1731.14

4 Providing and laying spreading and compacting 533.70 Cu.M. 2123.76

graded stone aggregate to wet mix macadam

mm thick as per MORT&H specification including

premixing the material with water at OMC in

mechanical mix plant, carriage of mixed ma anal

by tippers to site, laying in uniform layers with

paver in sub base/ base course on well prepared

surface End compacting with vibratory roller to

achieve the desire density.

5 Providing and laying cement concrete 1:3:6 ( 1: 928.20 Cu.M. 3005.76

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

6 Providing and laying cement concrete M250 and 1404.00 Cu.M. 4280.42

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work in

( A ) Foundation, footing, Base of Columns and

7 Providing & Laying M,S,Side Rail of road thickness 7020.00 Sq.M. 140.11

with necessary nut bolt plates fixing as per width,

applying 4.50 kg / Sq.Mt. meatalic hardner

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

8 Supplying premoulded bituminous joint 12 mm 280.80 Sq.M. 553.79

9 Providing Thermo Mechanically treated bars 24570.00 Kg 76.21

(TMT bars ) FE 500D reinforcement for R.C.C

work including bending ,binding and placing in

position complete up to floor two level.

10 Providing and fixing pre-cast Rubber Dye/ steel 2014.00 Sq.M. 686.90

Dyeinter locking concrete block 60 mm thick with

grade of concrete M300 pnumatic compressed/

vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm

Sandlayer for levelling and filling the joint with

sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

12 Providing &Fixing precast concrete kerbstone of 3060.00 R.M. 361.64

gray cement based concrete block30 cm length,

cm height and 15 cm thick of M250 grade concrete

as per approved design and including excavation

for fixing oin proper line and level, filling the joint

withC:M 1:3 (1 Cement, 3 fine sand ) etc

13 Supplying and fixing cat eye (Stimsonite) made 162.00 Nos 375.72

out from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC

(prismatic type of size 12cmx6cmx2.5cm)

provided with bituminous adhesive 100g. with

each unit for fixing. (High Intensity grade)

14 Road marking with hot applied thermoplastic 451.48 Sq.M. 367.73

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5mm thick including

reflectorising glass beads @250gms per sqmarea,

thickness of 2.5mm is excluding of surface applied

glass beds as per IRC:35-2015. The finished

surface to be level, uniformand free from streaks

and holes. zebra patta/ bump patta lane/ center

line/ edge line/ cut patta. The white color

markings hould provide liminance coefficinet on

cemend road shall be min 130mcd/m2/ lux and

Asphalt road shall be min 100mcd/m2/ lux during

the service life during the day time. The marking

should meet the per formance criteria for night

time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of

IRC35-2015. Warranty for the Retro reflectivity

should be two years.

15 Providing and fixing M.S. grills of required pattern 59400.00 Kg. 101.18

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

at required spacings and frame alround, square or

round bars with round headed bolts and nuts or

by screws (A) Plain Grill.

SCHEDULE-B2:-CONSTRUCTION OF STROM WATER DRAINE FROM VAISHALI GATE

TO PRAVIN PETROL PUMP AT BAVLA.

Description Quantity Unit Amount

No. ( With L.C.)

1 Excavation for foundation upto 1.5M depth 1993.85 Cu.M. 117.08

including dewatering & sorting out and stacking of

useful materials and disposing of the excavated

stuff upto 50 Meter Lead.

Loose or Soft Soil.

2 Excavation for foundation 1.5 to 3.0M depth 279.77 Cu.M. 129.81

including sorting out and stacking of useful

materials and disposing of the excavated stuff

Loose or Soft Soil.

2 Providing and laying cement concrete 1:4:8 (1- 120.30 Cu.M. 2680.21

Cement : 4- coarse sand : 8- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth (upto 10 ton)

3 Providing and laying controlled cement concrete 121.50 Cu.M. 4280.43

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

( A ) Foundation, footing, Base of Columns and

4 Providing formwork of ordinary timber planking 162.00 Sq.M. 173.40

so as to give a rough finish including centering,

shuttering, strutting and propping and centering

below supporting floor to ceiling not exceeding

4M. And removal of the same for in sity reinforced

concrete and plain concrete work in

( A ) Foundation, footing, Base of Columns and

5 Providing and laying controlled cement concrete 121.50 Cu.M. 4504.97

M200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

( c ) Shelves, Lintel ,Beams, slab, landing upto two

6 Providing formwork of ordinary timber planking 810.00 Sq.M. 254.52

so as to give a rough finish including centering,

shuttering, strutting and propping etc. height of

propping etc. height of propping and centering

below supporting floor to ceiling not exceeding

4M. And removal of the same for in sity reinforced

concrete and plain concrete work in

(B) Flat surfaces such as soffits of slab landings

(1) Floors etc. upto 200 mm in thickness

6 Providing and laying controlled cement concrete 243.00 Cu.M. 4529.02

M.200 and curing complete excluding the cost of

ormwork and reinforcement for reinforced

concrete work in

(B) Walls, from top of foundation level upto floor

two level (upto 10 ton)

7 Providing formwork of ordinary timber planking 3240.00 Sq.M. 232.25

so as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below

supporting floor to ceiling not exceeding 4 M. and

of the same for in situ reinforced concrete and

plain concrete work in.

(C) Vertical surface such as walls (any thickness)

partitions and the like including attached

buttresses & string course & the like. (upto

7 providing and mixing water proofing material in 182.25 Lit 49.16

cement in mix proportion recommended by the

8 Providing TMT Bar FE 500/500D reinforcement 38272.50 Kg 76.22

for R.C.C. work including bending, binding and

placing in position complete upto floor two level

9 Providing and fixing M.S. grills of required pattern 592.20 Kg. 101.18

to wooden frame of windows with M. S. flat at

required spacing & frame alround, square or

round bars with round bars with round headed

bolts and nuts or by screws.

10 Providing and supplying ISI 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,

complete. (IS - 458/ 1989)

10.2.A.Class NP3 Test Pressure 0.7 Kg/sq.cm

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

1:1 1/2 of following diameters in

proper position, grade and alignment at all level

as directed by Engineer-in-charge

including conveyance from stores to site of work,

labour, giving hydraulic testing as per

11.b Class NP2,NP3,NP4

11 Construction of chambers in brick or bela stone

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

concrete 150 mm thick in C. C.

1:4:8 of trap metal size 25 mm to 40 mm thick,

inside cement plaster in C. M. 1:3 and cement

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

of precast RCC slab 100 mm thick (with key hole

in two parts, each with handles or MS Bar etc.

complete as given size) Upto 1 Mt. depth

from G. L. to pipe invert level incl. complete civil

works but excl. cost of excavation and refilling,

with cast in situ RCC slab in one single

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

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

brick masonry wall in C.M.1:6

Size of 1.30 m x 1.30 m and 1.0 m deep 10.00 No. 10698.00

- do - with single piece 10 cm with fixing M. H.

Size of 0.60 m x 0.60 m and 1.0 m deep 10.00 No. 5138.00

- do - with single piece 10 cm with fixing M. H.

12 Construction of chambers in brick or bela stone 10.00 No. 6084.00

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

concrete 150 mm thick in C. C.

1:4:8 of trap metal size 25 mm to 40 mm thick,

inside cement plaster in C. M. 1:3 and cement

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

of precast RCC slab 100 mm thick (with key hole

in two parts, each with handles or MS Bar etc.

complete as given size) Upto 1 Mt. depth

from G. L. to pipe invert level incl. complete civil

works but excl. cost of excavation and refilling,

with cast in situ RCC slab in one single

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

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

brick masonry wall in C.M.1:6

Size of 1.30 m x 1.30 m and 1.0 m deep

For 1 Mtr. Extra Depth

12 Refilling the pipeline trenches incl. ramming, 316.68 Cu.M. 22.00

watering, consolidating disposal of surplus stuff as

directed within a radius of 3 km.

13 RCC precast M.H. Frame & Cover Manufacture, 30.00 Nos. 1121.00

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc.

14 RCC precast M.H. Frame & Cover Manufacture, 30.00 Nos. 1173.00

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc.

SCHEDULE-B3:-SUPPLYING & ERECTION OF LED LIGHT WITH POLE FROM VAISHALI GATE

TO PRAVIN PETROL PUMP AT BAVLA .

Description Quantity Unit Amount

1 Making trench in soft soil of suitable width of 90 1060.00 R.Mt. 46.46

cm deep for laying cable or locating the fault all

over the run and back filling the same and making

the surface as normal ground.

2 Supplying Steel 7.5 Mtr. Decorative Street light 54.00 R.Mt. 32623.00

tubular pole (Swaged) confirming to IS -

(Part-II) 1980. Manufacturing process of steel

tubular pole should be as per IS specification.

Basic steel tube should be ISI Marked. Pole should

be painted by one coat of Zinc comet Primer and

two coat of Aluminium /approved paint . The

length of poles are 4 Mtr. pole as per IS code 410-

SP-4 with 300 X 300 X 4 mm base plate.

(Approximate Pole weight 67 Kg) For burial

erection. Add Extra for PU base primer and PU

Paint on pole.with Decorative Double Arm Bracket

of 1.2 Mtr and 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 requirement.

3 Supplying and erecting LED street light / Flood 54.00 Each. 4997.48

light fittings with High power White LEDs wattage

of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free

High pressure die cast aluminum housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened

glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than

5700K,Uniformity ratio >0.45, Luminaire efficacy>

100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The

Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) (A) Street Light (IP-65), Surge protection -4KV

integral and ,Light must have 440VAC line supply

with over-voltage protection.

(ii) above 48 to 60 Watts

4 Supplying and erecting Flexible PVC insulated 297.00 R.Mt. 73.73

multistrand multicore 1.1 kv grade ISI marked

copper wires of following size to be erected as

h) 2.50 Sq.mm 3 core round PVC sheathed

5 Providing and erecting XLPE(IS:7098)(I)-88 ISI 1242.00 R.Mt. 141.40

armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of

following size of cables.

(E) 3 core 16 Sq. mm

6 Providing and, fixing heavy duty flange type brass 324.00 Each. 47.47

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables.

(e) 2 to 4 core 16 Sq. mm

7 providing and erecting Miniature circuit breaker 54.00 Each. 112.11

single pole 6A to 25A suitable to operate on 240 V

A.C. system and having breaking capacity 10 KA

to be erected in existing box. confirming to IS

8828/1996 with ISI Mark

8 Pipe type earthing having 150 cms.long and 2.5 18.00 Each. 368.65

cms. dia. galvanised iron pipe with coupling and

buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire.

9 For using salt and charcoal / coke as required for 18.00 Each. 202.00

pipe type earthing.

10 Providing and erecting HOT deep Galvanised iron 21.60 Kgs. 90.90

strip wire 8 to 16 SWG.

11 Supplying & erecting IP 55 grade following size 1.00 Each. 16691.26

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

cm high bricks work finishing with plaster etc.

hinged double door internally supported on both

side, with internal and outside looking

arrangement with look and keys in duplicate 35 x

35 x 5 mm M.S. Angle of Two Nos. one is welded

and other with nut and bolt for erecting Bakelite

sheet. Painting the Section Pillar inside and out

side with three tank powder coated paint. section

pillar roof should be without joint with water

leakage proof & tested as per IP 55 test & followed

(A) 150 X 90 X 75 cm section pillar fabricated

from 14 Gauge MS Sheet with angle iron legs

cm long made from 40 X 40 X 6 mm thick MS

12 Supplying and erecting bakelite sheet 12mm thick 1.35 Sq.Mt. 215.13

HYLAM make on existing angle iron frame.

13 Providing and erecting Approved make Four pole 1.00 Each. 8055.76

moulded case circuit breaker having breaking

capacity ICU of 35 KA. and above at 415 V . having

normal current rating 250A. with variable

thermal & magnetic release suitable to work on

A.C.supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in

existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

14 Supplying and erecting approved make Segment 1.00 Each. 2226.04

time switch suitable for 230V+10%16A. floating

contacts with 24 hour dial having15/30 min.

segments with early manual override switching

for on & off without influencing the program

sequence with quartz time switch With power

reserve, housed in fire proof thermoplastic

enclosure & transparent cover terminal covers

erected as required wire necessary connection

erected as directed.

15 Supplying & erecting power contactor for time 1.00 Each. 2782.55

switch complete erected as per direction Cat III

[D] 4 pole 440V 40 Amp.

16 Providing and erecting busbar chamber 1.00 Rmt. 5731.75

confirming to IS-375 fabricated from 16 G.M.S.

sheet, dust & vermin proof having hinged door

with rubber gasket and necessary busbar

supports with COPPER busbar having current

density not more than 1.6 Amp. / sq.mm (Rated

current / cross section area) duly wrapped with

colour insulation tape for phase sequence, three

phase & neutral each suitable for following

current capacity with necessary painting mounted

on wall or pedestal frame of required size with

necessary connections.

(B) Suitable for 200 Amp. capacity

17 Providing & laying approved make Double walled 1242.00 Rmt. 62.62

corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

material at required depth for laying of cable.

below ground / road surface for enclosing cable

and back filling the same to make ground as per

18 Supplying & erecting funnel type earthing having 1.00 Each. 2568.43

earth plate of following size burred in specifically

prepared earth pit 3 mtr. below ground with

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

(B) With 45 x 45 x 0.35 cms. C.I. earth plate

19 Solderless crimping type Aluminium lugs 162.00 Each. 15.15

conforming to IS suitable for cable of following

size evenly crimped with high pressure tool &

connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved

SCHEDULE-B4:-DEVLOPMENT OF ICONIC/ APPROACH ROAD FROM VAISHALI GATE TO

PRAVIN PETROL PUMP AT BAVLA.

Description Quantity Unit Amount

No. (With L.C.)

1 Providing and Displaying Ficus reginold well 540.00 Each 380.98

developed fresh & healthy foliage 60 to 75 cm

spread 105 to 120 cm ht., Bushy in 35 cm Cement

Pot as per direction of the officer-in-charge.

2 Providing and stacking of Azadirachta indica ( 85.00 Each 65.65

Neem ) of height 120-130cm in big polybag of size

25 cm as per direction of the officer-in-charge.

3 Providing and displaying of Areca Palm having ht. 432.00 Each 598.38

2.40 m to 2.70 m with 12 to 14 suckers, well

developed, fresh and healthy with lush green

foliage in 35 cm size of Bucket type cement pots &

as per direction of the officer-in-charge.

4 Providing and stacking of Nerium oleander 432.00 Each 40.40

(kaner) of height 60-75 cm. with 5-6 branches in

poly bags of size 25 cm as per direction of the

officer-in-charge.

5 Providing and displaying of Croton Petra 782.00 Each 347.85

Bangalore variety having ht. 60 cm to 75 cm with

4 to 6 branches, well developed, fresh and healthy

colorful leaves in 25 cm size of Earthen

pot/Plastic pot & as per direction of the

officer-in-charge.

6 Providing and fixing M.S. flat iron tree guard 60 85.00 Nos 4578.44

cm dia and 2 m high, above ground consisting

nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm

m long verticals M.S. flats, riveted to 3 nos 25 x

mm M.S. flat iron rings in two halves, fixing

together at site with required six numbers of

mm dia and 30 mm long bolts, including painting

two coats with synthetic enamel paint of

approved brand and anufacture over a coat of

primer. One name

plate of 1 mm thick M.S. sheet of size 250x100

mm shall be welded to the tree guard near the

middle height and lettered CPWD / PWD/ any

other approved name. The tree guard shall be

suitably fixed to the ground by embedding four

legs of tree guard in pits of suitable dia and to a

depth of 25 cm, refilling the pits with soil and

ramming, complete in all respect as per

satisfaction and direction of Officer-in-charge.

7 Supplying and fixing road sign board of M.S. plates 20.00 Each 3072.99

and angle iron including painting, lettering etc.

complete including fixing in C.C. 1:4:8 with

necessary excavation etc. complete as per I.R.C.

type design.(ii) Reflective type

8 Providing and fixing Junction board of M.S. plates 5.00 Each 5236.70

and angles as per standard I.R.C. design including

fixing in C.C. 1:4:8 with necessary excavation

painting figuring and lettering on board etc.

9 Providing and fixing Stainless Steel Dust Bin 2Bin 10.00 Nos. 12118.99

Mounted with 3 Pole capacity 100 ltr, Swing type,

Pole dia (in mm) - Must declare 50x50 mm, Pole

height (in mm) - Must declare 1630 mm with

nagarpalika name plate etc.

10 Finishing wall with weather proof exterior 1695.20 Sq.Mt. 114.54

emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

11 Wall Painting(color, line, shape form and texture) 920.00 Sq.Mt. 706.50

Paint Keeps out moisturem preventing mold or

mildew from building up a visual artm which is

characterized by the practice of applying paint,

pigment, color or other medium to a dolid

&painting that is to a wall surface given by engg in

charge etc comp as directed.

12 Providing and fixing precast cement concrete 40.00 No. 4698.78

benches/CC benche (Exposed,texture finish

benches of size, L-1.5 mts, H-0.89 mts,W-.45 mts

leg size 100 mm x 100 mm thick excl.handle with

M-25 Grade of concere with texure paint

incl.fixing with bolt on surface.incl.all labour

loading unloading,to be written nece writing on

bench (word in wood texture paint)given by engg

in charge etc comp as directed.

13 Providing and fixing M.S. grills of required pattern 8100.00 Kg. 101.18

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

at required spacings and frame alround, square or

round bars with round headed bolts and nuts or

by screws (A) Plain Grill.

14 Providing Circular Cement Concrete pots of 46.00 Each 1175.64

specified size, cast with cement concrete of

nominal mix 1:2:4 (1 cement: 2 coarse sand:

graded stone aggregate 6 mm nominal size),

reinforced with 7 Nos (3 nos horizontal & 4 nos

vertical “ U “ shape) M.S. wires of 3.5 mm dia as

per design, including required form work,

finishing with cement punning on exposed

surface, curing for specified period and stacking in

required rows & height, all complete as per

direction of Officer-in-charge.

Top inside dia 60 cm, outer bottom dia 35 cm,

total height 80 cm with wall thickness of 55 mm

(Ref. item no.2.29)

15 Providing and fixing M.S. 4.0 Mtr. Decorative Pole 20.00 Each 6585.20

with hanging flower pots tubular pole With Smale

Size Flower pots, Flower etc. Including Exvation &

Suitable foundation as per details given by

manufacturer considering site requiremen

Net Total(B1+B2+B3+B4) :