NIRMAL GUJARAT 2.0 (2024-25)

Name Of Work :DEVELOPMENT OF ICONIC ROAD FROM VISNAGAR CHOKDI TO UMIYAMATA CHOK AT

UNJHA NAGARPALIKA AREA AT UNJHA.

Schedule-B1 : CONSTRUCTION OF DIVIDER AND BEAUTIFICATION WORK AS ICONIC ROAD FROM

VISNAGAR CHOKDI TO UMIYA MATA CHOK AT UNJHA NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and 15.00 Cu.M. 215.62

camber for making a base for road work including

excavated stuff and depositing on the road side

slope as directed upto 50Mt.lead.

2 Demolition and disposal of unserviceable 45.00 Cu.M. 622.36

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

3 Providing and laying cement concrete 1:3:6 ( 1: 15.00 Cu.M. 2968.91

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

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying controlled cement concrete 35.78 Cu.M. 3890.12

M.200 and curing complete excluding the cost of

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

5 P & L Designer Railing made from Bansipahad 200.00 Sq.M. 12769.43

stone 75 mm thick jali and 125 mm thick vertical

post fixing on divider by adhesive material and

jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc. as

per directed by engineer in charge.

6 P & L Designer Stambh made from Bansipahad 30.00 Nos 15655.00

stone 125 mm to 300 mm thick vertical post (as

per design) fixing on divider by adhesive material

and jointed with color cement slurry including

finised with flush pointing & cleaning the surface

etc. as per directed by engineer in charge.

7 P & L Bansipahad stone 30 mm thick over 20 mm 300.00 Sq.M. 2081.95

(average) base of cement mortar 1:6 (1 cement:

coarse sand) on new surface or fixing on existing

wall by adhesive material including dismentaling

of existing flooring and jointed with color cement

slurry including finised with flush pointing &

cleaning the surface etc. as per directed by

engineer in charge.

Total ( B1 ) :-

Schedule-B2 : CONSTRUCTION OF SIDE WALKWAY FOR ICONIC ROAD FROM VISNAGAR CHOKDI TO

UMIYA MATA CHOK AT UNJHA NAGARPALIKA.

1 Box cutting the road surface to proper slope and 132.00 Cu.M. 215.62

camber for making a base for road work including

excavated stuff and depositing on the road side

slope as directed upto 50Mt.lead.

2 Providing and laying cement concrete 1:3:6 ( 1: 66.00 Cu.M. 2968.91

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

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

3 Providing and fixing pre-cast Rubber Dye / steel 660.00 Sq.M. 699.84

Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved

design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint

with sand in proper line and level as per guidlines

of IRC : SP 63-2018 etc. Complete.

4 Providing and fixing pre-cast concrete kerb stone 660.00 Rmt 404.06

of gray cement based concrete block 30cm

length,30cm height

and 15cm thick of M200 grade concret as per

approved design and including excavation for

fixing in proper line

and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

5 Finishing wall with water proofing cement paint 297.00 Sq.M. 65.25

of on wall surfaces (Two coats) to give an

approved brand and manufacture and of required

shape even shade after thoroughly brushing the

surface to remove all dirt and remains of loose

powered materials.

6 Providing and displaying of Areca Palm having ht. 30.00 Nos 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.

7 Cat Eye / Road Stud / RPM: Supplying of Molded 330.00 Each 326.23

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

+/- 5degree. 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

bydrilling 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 directedby Engineer-in-

8 Road marking with hot applied thermoplastic 355.50 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 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.

9 Excavation for foundation upto 1.5 m depth 348.80 Cu.M. 122.99

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

10 Providing and constructing Sewer manholes,

scraper manholes and unit house connection

chamber, as per the type design in brick masonry

in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C.M.200 fixing C. I. steps

and fixing manhole frame and covers (But

excluding supply of manhole frame and covers)

over manholes and house connection chambers

and fixing Manhole covers (but excluding

supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations

in the type design complete as per latest CPHEEO

manual. (excl. excavation).

(A)-Manhole type "A" Circular type having inside

diameter of 1200 mm for depth upto 1.5 m depth

(for 150 mm to 500 mm dia sewer)

(A) Manhole type "A" as above but upto 1.0 M 2.00 Nos 12300.79

(i)Extra depth beyond 1.0 M but upto 1.5 M depth 1.00 M/ht 6694.28

for "A" type manhole above.

11 Providing and constructing rectangular brick 20.00 Nos 8001.22

masonry chamber for house connection as per

type design in brick masonry in C. M. 1:3 including

M-100 in foundation M-150 in benching inside

plastering in C. M. 1:3 and outside plastering in C.

M. 1:3 coping in M200 and fixing RCC precast

manhole frame and covers, but Excl. supply of

manhole and cover etc. complete excl. excavation.

12 Supplying and fixing reinforced concrete heavy 250.00 Rmt 660.00

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i)

13 Filling available excavated earth (excluding rock) 348.80 Cu.M. 136.92

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

14 RCC precast M.H. Frame & Cover Manufacture,

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

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

including cost of reinforcement M.S. Angles or

Flat, curing mold work etc.

Frame suitable for 50cm opening of MH 2.00 Nos 1132.21

Cover suitable for 50cm opening of MH 2.00 Nos 1184.73

(B)House Connection Chamber light duty

Frame 20.00 Nos 821.13

Cover 20.00 Nos 929.20

Total ( B2 ) :-

Schedule-B3 : SUPPLYING & ERECTION OF LED LIGHT WITH DECORATIVE POLE FOR ICONIC ROAD

FROM VISNAGAR CHOKDI TO UMIYAMATA CHOK AT UNJHA NAGARPALIKA.

1 Making trench in soft soil of suitable width of 90 330.00 R.Mt. 55.55

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 Drilling the road without breaking the road 20.00 R.Mt. 492.88

surface (Asphalt) for laying of cable for feeding

power supply by making up to following size of

holes at both ends complete.

(A) Up to 100 mm bore dia

3 Supply, installation, testing and commissioning of 17.00 Each. 46460.00

7.0 mtr high decorative MS street light pole with

double curved arm bracket of 1.5 mtr length on

each side, suitable for mounting 2 Nos. 90W LED

luminaires, complete with hot dip galvanization

(minimum 70 microns) and powder coating/PU

painting, access door, internal wiring with 2C ×

2.5 sq.mm Cu FRLS cable, IP65 junction box,

brass terminals, and all necessary accessories,

including RCC M20 foundation of size 600 × 600 ×

1200 mm with 10 mm TMT reinforcement @150

mm c/c both ways and 300 mm pedestal above

ground level, MS base plate of size 300 × 300 ×

mm with 4 Nos. holes, fixed on 4 Nos. M20 ×

mm galvanized anchor bolts with nuts and

washers, non-shrink grouting, civil restoration,

erection, alignment, testing and commissioning,

complete in all respects as per directions of

Engineer-in-Charge, inclusive of all materials,

tools, transport.

4 providing and erecting Miniature circuit breaker 17.00 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

5 Providing and erecting XLPE(IS:7098)(I)-88 ISI 390.00 R.Mt. 676.70

armoured cable multistrand Copper conductor

for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe at road

crossing or floor of following size of cables.

(A) 4 core 10 Sq. mm

6 Providing & laying approved make Double walled 390.00 Rmt. 62.62

corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

material at required depth in existing trench for

laying of cable. below ground / road surface for

enclosing cable

(A)50 mm outer dia

7 Providing and, fixing heavy duty flange type brass 3.00 Each. 51.51

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm

8 Supplying & erecting approved make IP 55 grade 1.00 Each. 12399.77

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 suitable size of 4 Pole MCB and 4 pole contactor

(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.

9 Providing and erecting Approved make RCCBs 1.00 Each. 2637.11

conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of

KA and suitable for operation on 3 phase and

neutral 415V,50Hz. having characteristic of quick

action & tripping with all advance feature & do

not incorporate any electronic component for

following Max. rating erected as directed.

(ii) 40Amps. FP

10 Pipe type earthing having 150 cms.long and 2.5 9.00 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.

11 For using salt and charcoal / coke as required for 9.00 Each. 171.70

pipe type earthing.

12 Providing and erecting HOT deep Galvanised iron 10.80 Kgs. 77.77

strip wire 8 to 16 SWG.

13 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 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

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

14 Solder less crimping type Aluminium lugs 151.00 Each. 13.13

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

Total ( B3 ) :-

Total (B1 to B3 ) :-