SJMMSVY-2025-26 GRANT

Name Of Work : DEVLOPMENT OF ICONIC/ APPROACH ROAD FROM SHIV KRUPA SOCIETY TO

FOOT RINGROAD AT TP-6 AT UNJHA NAGARPALIKA AREA AT UNJHA.

Schedule-B1 : CONSTRUCTION OF ASHPHALT ROAD FROM SHIV KRUPA SOCIETY TO 80 FOOT

RINGROAD AT TP-6 AT UNJHA NAGARPALIKA AREA AT UNJHA.

Sr. No. Description Quantity Unit Rate Amount

1 Filling, Foundation & Plinth with murrum or 263.25 Cu.M. 282.03

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

2 Box cutting the road surface to proper slope and 2301.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engeenier-In-

Charge upto 50 mt. Lead.

3 Demolition and disposal of unserviceable 175.00 Cu.M. 622.37

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

4 Carting of surplus earth.( 2.0 Km. Lead ) 2301.00 Cu.M. 62.35

5 Construction of granular sub base by providing 351.00 Cu.M. 1667.51

coarse graded material BTMC using metal 53 mm

to 26.5 mm @ 35 %, aggregate 26.5 mm to

mm @ 45% and stone dust 2.36 mm to 7 below @

20 % incl. spreading in uniform layers with motor

grader on prepared surface mixing by mix in place

method with rotavator at OMN and compacting

with vibratory roller to achive the desired density

6 Supplying of crushed black stone metalchipping 292.50 Cu.M. 1676.84

etc. of hard stone of 50 mm size and 10mm to

12mm free of disintegrated piecesdeletarious and

organic matter ( for Bitumen surface dressing etc.

) and grading as per I.R.C. Code. and Spreading the

stone aggregate for rolling and W.B.M. including

filling the interstices to required camber and

gradient and Rolling and consolidation of soling

including filling in depression which occur during

the process, with power roler 8 tonne to 12 tonne.

7 Providing and laying spreading and compacting 234.00 Cu.M. 1484.52

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.

8 Providing and applying TECK COAT with bitumen 2340.00 Sq.M. 37.60

VG-30 using pressure distributor at the rate of

kg/10 sqm on prepared surface of granular base

including clearing of road surface using

mechanical brooms.

9 Providing and laying 50 mm B.M. with B.T. 411.40 M.T. 3233.01

Aggregate as per MORT & H specification and

emulsion RS grade 2 for tack coat @ 2.50 Kg./10

smt. with Mechanical sprayer & Bitumen Grade VG-

30 (60/70) for mixing @ 34.00 Kg./Mt. i.e. 3.40%

by weight of total mix i

10 Providing and laying 25 mm thick (Compacted ) 627.90 M.T. 4324.82

Semi -dence Bituminous concrete on exiting

bituminous surface and using specified graded

black trapped machine crushed aggregate with

bitumen Vg-30 - 60/70 for mixing @ 50.00 Kg./Mt.

i.e. 5.00% by weight of to

11 Repairing Existing M.H. Chamber 40.00 Nos 1215.03

12-A RCC precast M.H. Frame & Cover Manufacture, 40.00 Nos 1132.21

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. Heavy duty (1.) Frame

suitable for 50cm opening of MH

12- B RCC precast M.H. Frame & Cover Manufacture, 40.00 Nos 1184.73

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. Heavy duty (2.)Cover

suitable for 50cm opening of MH

13 Providig & Laying ashphalt painting on B.T. 10920.00 Sq.M. 31.44

surface with bitumen VG30 Rate of 5Kg./10 Sqm.

And Spreading Sand on Painting Surface at the rate

of 0.03 cum/10Sqm with rolling with PTR Roller.

14 Road marking with hot applied thermoplastic 318.75 Sq.M. 367.73

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.

15 Cat Eye / Road Stud / RPM: Supplying Raised 780.00 No. 217.41

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead 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

Type H and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06.

The height, width and length shall not exceed

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

body of the marker should having finger grip for

easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The color of the

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

directed by Engineer-in-charge.

16 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B1 ) :-

Schedule-B2 :PROVIDING AND FIXING PAVER BLOCK FROM SHIV KRUPA SOCIETY TO 80 FOOT

RINGROAD AT TP-6 (MUZ ,PARKING AND FOOTHPATH FACILITIES) AT UNJHA NAGARPALIKA AREA

Sr. No. Description Quantity Unit Rate Amount

1 Filling, Foundation & Plinth with murrum or 415.50 Cu.M. 282.03

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

2 Box cutting the road surface to proper slope and 1638.00 Cu.M. 109.05

for making a base for road work including

excavated stuff and depositing on the road side

directed upto 50Mt.lead.

3 Demolition and disposal of unserviceable 3.60 Cu.M. 622.37

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

4 Providing and laying spreading and compacting 713.70 Cu.M. 1463.61

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- 667.80 Cu.M. 2968.91

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 Providing and fixing pre-cast Rubber Dye/ steel 6630.00 Sq.M. 699.84

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.

7 Providing &Fixing precast concrete kerbstone of 3120.00 R.M. 374.92

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

8 Raising or Lowering existing manhole or house 30.00 Nos 1215.03

connection chamber including frame & cover to

the required final road level

9 Finishing wall with weather proof exterior 936.00 Sq.M. 73.76

paint on wall surface (two coats) to give an

shape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

10 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

11 Clearing and grubbing road land including 0.02 hectar 34889.38

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

12 Providing & planting mehandi (Lawsonia inermis) 210.00 Sq.M. 202.00

in line as per directed by Nagar Palika.

13 Filling with good earth for plantation including 63.00 Cu.M. 80.80

watering , ramming and consolidation etc

14 Excavation for foundation upto 1.5 m depth 1719.19 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

15 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 12.00 Nos 12300.79

(i)Extra depth beyond 1.0 M but upto 1.5 M depth 6.00 RMT 6694.28

for "A" type manhole above.

16 Providing and constructing rectangular brick 60.00 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.

17 Supplying and fixing reinforced concrete heavy

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.

18 Filling available excavated earth (excluding rock) 1719.19 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 and watering.

19 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 12.00 Nos 1132.21

Cover suitable for 50cm opening of MH 12.00 Nos 1184.73

(B)House Connection Chamber light duty

(i) Frame medium duty 10 Tone Capacity 60.00 Nos 821.13

(ii) Cover medium duty 10 Tone Capacity 60.00 Nos 929.20

20 Brickwork using common burnt clay building 221.10 Cu.M. 3424.52

bricks having crushing strength not less than

35kg/Sq.cm. In foundation and plinth in Cement

mortar 1:6 ( 1-Cement :6- Fine Sand )

(B) Conventional

21 Providing 15 mm thick cement plaster in single 600.00 Sq.M. 184.78

coat on rough (similar) side of single or half brick

walls for interior plastering upto floor two level

and finished even and smooth in (ii) cement

mortar (1 Cement : 3 sand) etc. complete.

Total ( B2 ) :-

Schedule-B3 :SUPPLYING & ERECTION OF BOLLARDS AND RESTORATION OF STREET LIGHT POLE ON

ICONIC ROAD FROM SHIV KRUPA SOCIETY TO 80 FOOT RINGROAD AT TP-6 AT UNJHA

NAGARPALIKA AREA AT UNJHA.

Sr. No. Description Quantity Unit Rate Amount

1 Painting of street light pole with bracket complete 40.00 Ea. 335.32

with two coats of Aluminium paint for following

(C) up to 9 mtr

2 Providing and erecting Street Light pole bracket 35.00 Each. 1002.93

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 / required size of pole top

having sufficient fasteners for fixing the brackets

and having spread of 1.5.mtr. length with

deg.with vertical plane & suitable welded stays,

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

3 Providing and erecting Street Light pole bracket 5.00 Each. 1331.18

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 / required size of pole top

having sufficient fasteners for fixing the brackets

and having spread of 1.5.mtr. length with

deg.with vertical plane & suitable welded stays,

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

4 Supplying and erecting Water tight M.S.Box of size 40.00 Each. 234.32

20 x 15 x 15 cm. to erect suitable kitkat fuse /

MCB to be . erected on polished wooden board

inside the box with hinged/sliding door with

rubber rings and erected on pole with suitable

pole clamp, all duly painted with one coat of red

oxide and two coats of paints. (Cost of Fuse / MCB

shall be taken extra)

5 (b) LED Bollard fittings of minimum height 600 30.00 Each. 3161.30

mm & dia.100mm having polycarbonate

clear/milky diffuser mounted on 3mm thick

aluminium finished powder coated pipe with base

plate 160x160mm with erection by M8x75mm

fastner with required RCC foundation.IP65 for 9 to

20 watt ,surge-4kv- cat-III

6 Providing and erecting XLPE(IS:7098)(I)-88 ISI 1595.00 Mtr. 510.05

armoured cable multistrand / Solid 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.

(C) 4 core 6 Sq. mm

7 Providing and erecting Pipe type earthing having 6.00 Each. 368.65

150 cms.long and 2.5 cms. dia. galvanised iron

pipe with coupling and buch buried in specially

prepared earth pit complete with necessary 8 SWG

8 For using salt and charcoal / coke as required for 6.00 Each. 171.70

pipe type earthing.

9 Providing and erecting HOT deep Galvanised iron 7.20 Kgs. 77.77

strip wire 8 to 16 SWG.

10 providing and erecting Miniature circuit breaker 6.00 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

11 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

12 Providing & laying approved make Double walled 1595.00 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

13 Solder less crimping type Copper lugs conforming 240.00 Each. 8.08

to IS suitable for cable of following size evenly

crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated

nut bolts in an approved manner.

14 Making trench in soft soil of suitable width of 90 1595.00 Rmt. 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.

Total ( B3 ) :-

Schedule-B4 :BEAUTIFICATION OF ICONIC ROAD FROM SHIV KRUPA SOCIETY TO 80 FOOT

RINGROAD AT TP-6 AT UNJHA NAGARPALIKA AREA AT UNJHA.

Sr. No. Description Quantity Unit Rate Amount

1 Providing and Displaying Ficus reginold well 80.00 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 ( 80.00 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. 80.00 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 80.00 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 80.00 Each 347.85

Bangalore variety having ht. 60 cm to 75 cm with

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 cm 80.00 Nos 4578.44

dia and 2 m high, above ground consisting 4 nos

25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m

long verticals M.S. flats, riveted to 3 nos 25 x 6 mm

M.S. flat iron rings in two halves, fixing together at

site with required six numbers of 8 mm dia and

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 Providing and fixing Stainless Steel Dust Bin 2 Bin 20.00 Nos. 15405.92

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

Pole height (in mm) - Must declare 1630 mm with

nagarpalika name plate etc.

8 Finishing wall with weather proof exterior 702.00 Sq.Mt. 73.76

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

9 Wall Painting(color, line, shape form and texture) 105.00 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.

10 Providing and fixing precast cement concrete 24.00 No. 4707.63

benches/CC benche (Exposed,texture finish

benches of size, L-1.5 mts, H-1m mts,W-.45 mts leg

size 140 mm x 140 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.

11 Providing and fixing M.S. grills of required pattern 450.00 Kg. 106.30

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.

12 Painting two coats (including priming coat) on 27.00 SQ.MT 105.44

new steel and other metal surface with synthetic

enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and

other foreign matter.

13 Providing Circular Cement Concrete pots of 20.00 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.

14 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

15 Providing and supplying & fixing precast RCC 40.00 Each 252.50

Bollard of 150 mm diameter and 1.2 m overall

height (0.9 m above ground and 0.3 m below

ground) manufactured in machine mixed and

vibrated M–25 grade cement concrete as per

IS:456, reinforced with 8 mm dia TMT bars

(minimum 4 nos. longitudinal with 6 mm ties

@150 mm c/c), properly cured and finished with

cement slurry & water proofing exterior emulsion

paint . The bollard shall be fixed in position in PCC

block of 1:3:6 mix, size 0.40 m × 0.40 m × 0.45 m,

including excavation, placing in line and level,

backfilling, curing, transportation and all labour &

materials complete as per directed by Engineer-in-

16 Precast Planter box- 14.00 Nos 7070.00

Providing precast modular reinforced concrete

M35 planter box of size 900 L x 600mm H x

450mm W with a wall thickness of 55 to 60 mm

with groove and chamfered edges and provision of

weep hole at the base and with client initial letters

engraved on one of the side, as per the drawing.

17 Stonecrete planters- 14.00 Nos 10100.00

Manufacturing, Supplying, Transporting & Placing

of the Custom 1200 x 1200 x750mm cuboid

Modular Planters made of Glass Fibre Reinforced

High performance Cast Stone Crete In M30 Grade

in grey Cement as per drawings provided in

mm shell thickness with 60mm top edge in Shade

as per approved with Built in beams and corner

supports, including all Pattern, Mould and

Casting/ Finishing at factory and inclusive of

transportation, unloading and placing of products

Total ( B4 ) :-

Total ( B1+B4 ) :-