SJMMSVY-(2025-26)- GRANT

Name Of Work :CONSTRUCTION OF COMPOUNDWALL,GARDENING WORK,PAVER BLOCK,OTLO

AND STREET LIGHT AT TP-3 FP-86 PLOT AT BAVLA NAGARPALIKA.

Schedule-B1 :CONTRUCTION OF COMPOUND WALL AND GATE AT TP-3 FP-86 PLOT AT BAVLA

Sr. No. Description Quantity Unit Rate Amount

1 Drilling of pilot bore hole in alluvial strata by 1134.00 Rmt 700.94

rotary rig / reverse rotary rig.

2 Excavation for foundation upto 1.5M depth 274.54 Cu.M. 203.83

including sorting out and stacking of useful

materials and disposing of the excavated stuff

Loose or Soft Soil.

3 Providing and laying cement concrete 1:3:6 ( 1: 44.44 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

4 Providing and laying cement concrete M250 and 143.91 Cu.M. 4280.43

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

( A ) Foundation, footing, Base of Columns and

5 Providing formwork of ordinary timber planking 230.58 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

6 Providing and laying controlled cement concrete 21.54 Cu.M. 4603.79

M200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

7 Providing formwork of ordinary timber planking 226.80 Sq.M. 300.66

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

8 Providing and laying cement concrete M200 and 33.75 Cu.M. 4504.97

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

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

9 Providing formwork of ordinary timber planking 162.00 Sq.M. 194.08

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(H) (1) Sides

and soffits of beams, beam haunchings, cantilever,

girders bressumers, and lintel not exceding 1 m in

10 Brickwork using common burnt clay building 68.31 Cu.M. 4296.00

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 Extra for brickwork in super

structure above floor two level

11 Filling available excavated earth ( excluding rock ) 210.30 Cu.M. 130.40

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

12 Providing TMT Bar FE 500D reinforcement for 23444.40 Kg 76.52

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

placing in position complete upto floor two level

13 Providing 20mm thick sand faced cement plaster 742.10 Sq.M. 300.66

on walls upto height 10mt. Above ground level

consisting of 12mm thick backing coat of C.M. 1:3

( 1-cement : 3-sand ) and 8mm thick finishing cost

of C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.

14 Providing and fixing M.S. grills of required pattern 540.00 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.

(a) Plain Grill

15 Painting Three coats ( including One Coat priming 21.60 Sq.M. 99.99

coat & Two Coat enamal Paint) on new steel and

other metal surface with snthetic enamel paint

,brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

16 Wall Painting Artistic 742.10 Sq.M. 909.00

2D/3D/Realistic/Semirealistic/Graffti art work

with aesthetic sensedone by experience artists

team with waterresistance durable exterior high

quality paint upto 3 metre wall height Include

with preparing basepaint and art work.

Total ( B1 ) :-

Schedule-B2 :DEVELOPMENT OF GARDENING WORK AT TP-3 FP-86 PLOT AT BAVLA

Sr. No. Description Quantity Unit Rate Amount

1 Trenching in ordinary soil up to a depth of 60 cm 810.00 Cu.M. 120.19

including removal and stacking of serviceable

materials and then disposing of surplus soil, by

spreading and neatly levelling within a lead of

m and making up the trenched area to proper

levels by filling with earth or earth mixed with

sludge or / and manure before and after flooding

trench with water (excludingcost of imported

earth, sludge or manure).

2 Supplying and stacking of good earth at site 1185.00 Cu.M. 811.79

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment)

3 Grassing with selection No. 1 Doob grass 2175.00 Sq.Mt. 27.22

including watering and maintenance of the lawn

for 30 days or more till the grass forms a thick

lawn, free from weeds and fit for mowing

including supplying good earth, if needed (the

grass and good earth shall be paid for separately).

With grass Turf

4 Providing, stacking and Displaying Bamboo 30.00 Each 1563.94

Buddha Valley with fresh &

healthy 5 to 6 suckers 1.80 m to 2.10m ht

umbrella type plant well

developed in 50 cm Cement Pot/ Plastic Pot and

as per direction of the

officer-in- charge.

5 Providing, stacking and Displaying Ficus reginold 30.00 Each 411.23

well developed fresh

& healthy foliage 60 cm to 75 cm spread 105 cm

to 120 cm ht., Bushy

plant in 35 cm Cement Pot/ Plastic Pot and as per

direction of the

officer-in-charge.

6 Providing and stacking of Azadirachta indica ( 25.00 Each 72.93

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

size 25 cm as per direction of the officer-in-

7 Providing and displaying of Areca Palm having ht. 30.00 Each 530.25

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.

8 Providing and stacking of Nerium oleander 30.00 Each 36.36

(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.

9 Providing and displaying of Croton Petra 30.00 Each 367.59

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.

10 Providing Supplying And Fixing of R.C.C bench of 10.00 Nos 4141.00

Size of 5’0”x 1’3”x 1’0” including Asian Paints

APEX with takti- size -12 X 8 Black Tiles with

Placing as directed as incharge

11 Providing and supplying ISI marked HDPE / LDPE 6.00 Per nos coil 1840.26

Lateral Pipe for Drip Irrigation System,of 16 mm

outer diameter, Class–2 (0.40 MPa pressure

rating),conforming to IS : 12786 (Latest

manufactured from virgin grade polyethylene

black colour with UV stabilized,suitable for

agricultural / garden / landscaping irrigation

purpose,including cost of material, loading,

unloading, transportation,Length: 200 meter per

laying in position, testing, all leads &

lifts,Including all fixing material complete as

directed by Engineer-in-Charge.per reel 200 m

12 Providing laying and jointing in true line and level 50.00 Rmt. 195.67

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

of clamp at every two metre C/C or shall be

concealed as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

13 Providing erecting and fixing double coated ISI 3000.00 Ltr. 3.95

water tank of required capacity each with all

necessary fittings and connection etc. complete on

14 Supplying & erecting approved make self-priming 2.00 NO. 7827.50

domestic monoblock water pump with 1 H.P

motor, suitable for operation on 230 volts, 50c/s.

AC supply with metallic flange, and M.S. impeller

delivery and following discharge (b) 100 LPM at

14 mtrs. head suitable for 25 mm dia. delivery

Total ( B2 ) :-

Schedule-B3 :CONSTRUCTION OF PAVER BLOCK AT TP-3 FP-86 PLOT AT BAVLA NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and 55.88 Cu.M. 207.41

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed upto 50Mt.lead.

2 Providing and laying cement concrete 1:3:6 (1- 36.00 Cu.M. 3005.76

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

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

3 Providing and laying controlled cement concrete 3.13 Nos. 4280.42

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

of columns and Mass concrete.

4 Providing and fixing pre-cast Rubber Dye/ steel 360.00 Cu.M. 686.91

dye inter locking concrete block 60 mm thick with

grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per

approved design confirming to IS 15658:

including 35 mm sand layer for level

5 Providing and fixing pre-cast concrete kerb stone 375.00 Sq.M. 361.65

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling

the joint with C

Total ( B3 ) :-

Schedule-B4 :CONSTRUCTION OF OTLA AT TP-3-FP-86 PLOT AT BAVLA NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5 m depth 5.65 Cu.M. 261.74

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

2 Providing and laying cement concrete 1:3:6 ( 1: 1.41 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

3 Filling available excavated earth (excluding 4.24 Cu.M. 130.40

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by

ramming and watering.

4 Providing and laying controlled cement concrete 3.77 Cu.M. 4541.04

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

C)Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

5 Providing formwork of ordinary timber planking 3.77 Sq.M. 194.08

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 removal of the

same for in situ reinforced concrete and plain

concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in

6 Brick work using common burnt clay building 9.00 Cu.M. 4296.00

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Conventional Extra for brick work in

superstructure above plinth level upto floor two

7 Providing Thermo Mechanically treated bars 443.76 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.

8 20mm thick sand faced cement plaster on walls 25.78 Sq.M. 300.66

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat

ofC.M. 1:1 (1-cement : 1-sand) etc. complete.

9 providing and laying granite stone slab flooring 64.68 Sq.M. 2892.77

over 20 mm base of cement mortar 1:6 (1 cement

:6 coarse sand ) or L.M. 1:1.5 laid & jointed with

gray cement slurry including rubbing and

polishing complete.

Granite slab 18 mm thick

10 Filling in foundation and plinth with murrum or 19.59 Cu.M. 289.06

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

Total ( B4 ) :-

Schedule-B5 :SUPPLYING & ERECTION OF LED STREETLIGHT WITH POLE AND HIGHMAST AT TP3-

FP-86 PLOT AT BAVLA NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Making trench in soft soil of suitable width of 90 220.00 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 10.00 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 Supplying and erecting approved make Octagonal 18.00 Each. 6874.06

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

(C) 5 Mtr. Long 70 mm Top X 130 mm bottom dia,

3 mm thickness with 200mmX200mmX12mm

base plate, 4-M16 Bolts and 600mm long with

necessary G.I. J Bolts .Approx Pole weight 46 kg

4 Providing and erecting Street Light pole bracket 18.00 Nos. 683.77

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

110 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.

[A] Single Arm Bracket 1.5 Mtr

5 Supplying and erecting LED street light / Flood 18.00 Each. 6566.01

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.

(iv) above 90 to 120 watts

6 Providing 1:2:4 cement concrete foundation & 70 18.00 Each. 809.01

% PCC from bottom including excavation for the

pole of size 45 x 45 x 100 cm. Deep in below

ground level with plinth of 45 cm x 45 cm (or

cm dia x 45 cm) high upper ground level with

necessary curing and finishing in approved

( for 4 & 6 mtr pole)

7 providing and erecting Miniature circuit breaker 18.00 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 Supplying and erecting Flexible PVC insulated 108.00 R.Mt. 77.77

multi strand multi core 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

9 Providing and erecting XLPE(IS:7098)(I)-88 ISI 266.00 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

10 Providing & laying approved make Double walled 266.00 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

11 Providing and, fixing heavy duty flange type brass 4.00 Each. 38.38

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

12 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.

13 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.

14 For using salt and charcoal / coke as required for 18.00 Each. 171.70

pipe type earthing.

15 Providing and erecting HOT deep Galvanised iron 21.60 Kgs. 77.77

strip wire 8 to 16 SWG.

16 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

17 Solderless crimping type Aluminium lugs 87.00 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

18 Supplying, erecting, testing, commissioning 1.00 Each. 141616.14

approved make M.S. Polygonal High Mast Pole

having following general Specification.

(a) Polygonal Section fabricated from M.S. Plate

confirms BSEN 10025 & Hot deep galvanized

minimum 65/86 micron (as per IS 2629 /1985)

Lantern carriage with ring and rubber lines for

erection of luminaries of suitable site.

(b) Maximum telescopic section not more than

(c) Double drum gear pipe motorized winch with

6mm dia S.S. Rod (For 16 mtr and above size)

(d) Approved make L.E.D. aviation light = 1 No.

Lightening arrestor = 1 No. with necessary wiring

of 2.5 sq.mm 5 core ISI copper cable Unarmoured.

(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

with control panel.

(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

[1] High Mast 12 Mtr. TOP A/F 105 mm, BOTTOM

A/F 360mm, No. of Sec. No. - 1, Bottom Thickness -

3 mm, Size of Base Plate - Dia 520 mm x 20 mm

19 thick, Foundation

Supplying Bolt Size

and erecting LEDM24 x

street lightmm, Qty -

/ Flood 6.00 Each. 10818.11

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.)

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

integral and ,Light must have 440VAC line supply

with over-voltage protection.

(vii) above 200 to 250 watts

20 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

Total ( B5 ) :-

Total (B1 to B5 ) :-