SJMSVY UDP-88-(2025-26) & 15TH NANAPANCH -(2022-23)

Name Of Work : CONSTRUCTION OF RETAINING WALL,CC ROAD,GUTTER LINE,SWD

LINE,HALL,DHOBIGHAT,RENNOVATION WORK, LED WITH POLE,PAVER BLOCK, HIGHMAST AND PIPE

LINE WORK AT DIFFERENT DIFFERENT 12 LOCATIONS OF TALOD. NAGARPALIKA AREA AT TALOD.

Schedule-B1 :CONSTRUCTION OF FENCING & GATE RAMPURA SMASAN AT TALOD NAGAR PALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth 6.75 Cu.M. 212.53

including sorting out and stacking of useful

materials and disposing of the excavated stuff

Loose or Soft Soil.

2 Providing and laying cement concrete 1:3:6 ( 1: 0.34 Cu.M. 3095.25

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 laying cement concrete M250 and 0.86 Cu.M. 4345.72

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 3.92 Sq.M. 181.86

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 mass

5 Providing and laying controlled cement concrete 0.76 Cu.M. 4734.71

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in ( c ) Columns

6 Providing formwork of ordinary timber planking 8.68 Sq.M. 315.74

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. (G) Columns PillarsPosts and

struts. (1) Square Rectangular Polygonal in plan.

7 Filling available excavated earth ( excluding rock ) 6.75 Cu.M. 136.92

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

8 Providing T.M.T. Steel Bar Reinforcement for 159.00 Kg 77.29

R.C.C.work including bending, and placing in

position complete upto floor two level.

9 Providing 20 mm thick double coat mala cement 2.92 Sq.M. 321.10

plaster on interior brick / concrete work for

plastering comprising of base coat of 12 mm thick

cement plaster in cement mortar (1 Cement :

coarse sand) in rough finishing and 8 mm thick

top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including

scaffolding curing etc. complete.

10 Finishing wall with water proofing cement paint 2.92 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.

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 Three coats ( including One Coat priming 18.00 Sq.M. 68.57

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.

13 Providing and fixing 1.50 Metre high fencing with 300.00 R.M. 434.30

2.2 Metre long M.S. Angle posts 40mm x 40 mm

x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c.

with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg.

per 100 Metre, strained and fixed to posts with

G.I,staples including fixing

the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete.

Total ( B1 ) :-

Schedule-B2:CONSTRUCTION OF RETAINING WALL AT FRONT OF ISHWAR BHAI HOUSE RAMPURA

VILLAGE ,GIDC ROAD AT TALOD.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth 105.75 Cu.M. 122.49

including dewatering, sorting out and stacking of

useful materials and disposing of the excavated

stuff upto all Lead.

Loose or Soft Soil.

2 Excavation for foundation 1.5 to 3.0M depth 35.25 Cu.M. 136.33

including dewatering, sorting out and stacking of

useful materials and disposing of the excavated

stuff upto all Lead.

Loose or Soft Soil.

4 Providing and laying cement concrete 1:3:6 ( 1: 10.13 Cu.M. 3095.25

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

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

5 Providing and laying controlled cement concrete 47.25 Cu.M. 4345.72

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

( A ) Foundation, footing, Base of Columns and

6 Providing formwork of ordinary timber planking 22.50 Sq.M. 181.86

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

7 Providing and laying controlled cement concrete 30.04 Cu.M. 4655.93

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

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

8 Providing formwork of ordinary timber planking 115.32 Sq.M. 258.28

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

( C ) Vertical surface such as wall

9 Providing TMT Bar FE 500D reinforcement for 6912.30 Kg. 77.29

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

placing in position complete upto floor two level

10 Filling available excavated earth ( excluding rock ) 141.00 Cu.M. 136.92

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

11 providing and mixing water proofing material in 90.00 Lit 49.16

cement in mix proportion recommended by the

12 Providing and fixing to wall ceiling and floor 16.50 R.Mt. 280.24

10.0kg F/cm2 working pressure poluthene pipes

of the following outside dia low density complete

with specials flange compresion type fittings, wall

clips etc. including making good the wall ceiling

13 Providing 20mm thick sand faced cement plaster 118.77 Sq.M. 321.10

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 Finishing Wall with Weather Proof Exterior 118.77 Sq.M. 65.25

Emulsion Paint on wall Surface (Two Coats) to

give an required shape even shade after

throughly brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth.

Total ( B2 ) :-

Schedule-B3:CONSTRUCTION OF C.C. ROAD FROM TALOD VILLAGE MAINE ROAD TO JAYVARDAN BHAI

CHAUDHARY HOUSE AT TALOD VILLAGE AT TALOD.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and 43.00 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 up

to 50 meters lead.

2 Providing and laying cement concrete 1:3:6 (1- 30.75 Cu.M. 3095.25

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 45.00 Cu.M. 4345.72

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 & Laying M,S,Side Rail of road thickness 300.00 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.

5 Supplying premoulded bituminous joint 12 mm 8.82 Sq.M. 553.80

6 Filling, Foundation & Plinth with murrum or 77.18 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

Total ( B3 ) :-

Schedule-B4:CONSTRUCTION OF DHOBIGHAT AT NEAR MADHI AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 45.78 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Excavation for foundation upto 1.5M depth 191.73 Cu.M. 212.52

including sorting out and stacking of useful

materials and disposing of the excavated stuff

Loose or Soft Soil.

3 Excavation for foundation for depth from 1.5 m to 28.19 Cu.M. 235.05

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

with all lead.(A) Loose or soft soil

4 Providing and laying cement concrete 1:3:6 ( 1: 28.10 Cu.M. 3095.25

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

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

5 Providing and laying cement concrete M250 and 43.94 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

( A ) Foundation, footing, Base of Columns and

6 Providing formwork of ordinary timber planking 144.65 Sq.M. 181.85

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 mass

7 Providing and laying controlled cement concrete 12.64 Cu.M. 4734.71

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in ( c ) Columns

8 Providing formwork of ordinary timber planking 144.54 Sq.M. 315.74

so as to give a rough finish including centering

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.

(G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

9 Providing and laying cement concrete M200 and 12.13 Cu.M. 4603.91

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

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

two floor level.

10 Providing formwork of ordinary timber planking 93.53 Sq.M. 205.26

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

11 Providing and laying controlled cement concrete 1.13 Cu.M. 5639.84

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (E) Staircases excluding landing

upto floor two level

12 Brickwork using common burnt clay building 50.83 Cu.M. 4495.98

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

13 Filling available excavated earth ( excluding rock ) 188.48 Cu.M. 136.92

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

14 Providing T.M.T. Steel Bar Reinforcement for 8006.20 Kg 77.29

R.C.C.work including bending, and placing in

position complete upto floor two level.

15 Providing 20mm thick sand faced cement plaster 210.40 Sq.M. 321.10

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.

16 Finishing Wall with Weather Proof Exterior 210.40 Sq.M. 65.25

Emulsion Paint on wall Surface (Two Coats) to

give an required shape even shade after

throughly brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth.

17 Filling, Foundation & Plinth with murrum or 83.63 Cu.M. 294.38

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

18 P & L 24" x 24" vitrified 8 mm thick tile flooring 62.38 Sq.M. 1467.72

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

( 1 cement: 6 coarse sand) on new surface or

fixing on existing flooring by adhesive material

including dismentaling of existing flooring and

jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc.

complete for antiskit

20 Providing and laying coloured glazed tiles of the 69.60 Sq.M. 1487.88

size 300 mm x 200 mm x 8 mm / 300 mm x

mm x 8 mm in skirting, risers of steps and dedo

on 10 mm. thick cement plaster 1:3 (1 cement :

coarse sand) & jointed with white cement slurry.

21 Providing, laying and jointing in true line and 25.00 R.MT 876.11

level 110 diametre U.P.V.C (Type B) conforming

to IS 13592-1992 with one end plain and other

end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 of approved make

for drainage system pipe line, pipe shall be jointed

with each other with rubber lubricant, pipe shall

be fixed on wall using of PVC clamp of the size

110 mm diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center or shall

be concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed

with adhesive solvent cement including cost of all

22 Providing and fixing PVC SWR Nahni trap IS 2.00 Each 586.60

14735 for drain - 100 mm diameter with jali of

the following nominal diameter of self cleansing

design with C.I scread down or hinged grating

including the cost of cutting and making good the

Total ( B4 ) :-

Schedule-B5:CONSTRUCTION OF GUTTER LINE FROM MARUTI RESIDENCY AT MARUTI RESIDENCY

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth 1418.40 Cu.M. 122.99

including sorting out and stacking of useful

materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

2 Excavation for foundation 1.5 to 3.0M depth 455.22 Cu.M. 136.33

including sorting out and stacking of useful

materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

3 Supplying,Laying,Lowering and fixing reinforced 450.00 R.M. 660.00

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

4 Filling available excavated earth ( excluding rock ) 1727.59 Cu.M. 136.92

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

5 Constructing Manhole with RCC top slab in 1:2:4

mix (1-Cement, 2-Coarse Sand, 4-graded stone

aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-

Bick bats 40+50 mm size) inside plaster 15 mm.

thick with cement mortar 1:5 (1-cement , 5-

coarse Sand) finished with a floating coat of neat

cement and making channels in cement concrete

1:2:4 mix (1-Cement, 2-Coarse Sand, 4-graded

stone aggregate 20mm nominal size) finished

smooth comlete including curing and festing (i)

Inside size 900 mm x 1200 mm and 1.5 m. deep

including C.I. cover with frame size 560 mm

diameter total weightof cover & frame to be not

less than 128 kgs (Wt of cover 64 kg and wt of

frame 64 kg) or Bombay pattern jali (A) with

mm thick walls of brick masonary using brick

having crushing strength not less than

kg/sq.cm. in cement mortar 1:5 (1-cement , 5-

(i) A type depth 0.90 Metre for 150mm 2.00 Nos 11042.75

diameter sewer.

(ii) B type depth 1.50 Metre for 150mm diameter 12.00 Nos. 19349.64

(iii) C type depth 2.25 Metre for 150mm diameter 8.00 Nos 23470.49

6 (I) Extra rate for constructing B.B. masonry for 6.00 Each 522.96

every additional depth of 0.1M. or Part thereof

over item No.24.27 (I) for depth from 0.9M to

(II) Extra rate for constructing B.B. masonry for 72.00 Each 397.20

every additional depth of 0.1M. GR Part thereof

over item No.24.27 (I) for depth from 1.50M. to

(III) Extra rate for constructing B.B. masonry for 60.00 Each 688.90

every additional depth of 0.1M. or Part thereof

over item No. 24.27 (III) for depth from 2.25M to

7 Filling, Foundation & Plinth with murrum or 264.18 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

8 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 ( B5 ) :-

Schedule-B6:CONSTRUCTION OF C.C. ROAD FROM DASHRATHBHAI PRAJAPATI HOUSE TO

PRATIKBHAI PATEL HOUSE AT TALOD CIVIL HOSPITAL ROAD AT TALOD.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 132.00 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 79.20 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 up

to 50 meters lead.

3 Providing and laying cement concrete 1:3:6 (1- 52.80 Cu.M. 3095.25

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

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 Repairing Existing M.H. Chamber 9.00 Nos 1313.00

5 RCC precast M.H. Frame & Cover Manufacture, 9.00 Nos 2316.94

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 (2.)Cover

suitable for 50cm opening of MH

6 Providing and laying controlled cement concrete 79.20 Cu.M. 4345.72

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.

7 Providing & Laying M,S,Side Rail of road thickness 528.00 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 15.84 Sq.M. 553.80

9 Filling, Foundation & Plinth with murrum or 9.90 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

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)

Total ( B6 ) :-

Schedule-B7:CONSTRUCTION OF STORM WATER DRAINAGE PIPE LINE FROM VIKASMILL TO BEHIND

MARKET AT TALOD.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 112.95 Cu.M. 1081.83

materilas and disposal of unserviceable materials

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

2 Excavation for foundation upto 1.5M depth 564.76 Cu.M. 122.99

including sorting out and stacking of useful

materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

3 Excavation for foundation 1.5 to 3.0M depth 547.40 Cu.M. 136.33

including sorting out and stacking of useful

materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

4 Supplying,Laying and fixing reinforced concrete 160.00 R.M. 1968.38

heavy duty nonpressure 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.(iii)

5 Filling available excavated earth ( excluding rock ) 1072.28 Cu.M. 136.92

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

6 Constructing Manhole with RCC top slab in 1:2:4

mix (1-Cement, 2-Coarse Sand, 4-graded stone

aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-

Bick bats 40+50 mm size) inside plaster 15 mm.

thick with cement mortar 1:5 (1-cement , 5-

coarse Sand) finished with a floating coat of neat

cement and making channels in cement concrete

1:2:4 mix (1-Cement, 2-Coarse Sand, 4-graded

stone aggregate 20mm nominal size) finished

smooth comlete including curing and festing (i)

Inside size 900 mm x 1200 mm and 1.5 m. deep

including C.I. cover with frame size 560 mm

diameter total weightof cover & frame to be not

less than 128 kgs (Wt of cover 64 kg and wt of

frame 64 kg) or Bombay pattern jali (A) with

mm thick walls of brick masonary using brick

having crushing strength not less than

kg/sq.cm. in cement mortar 1:5 (1-cement , 5-

(i) A type depth 0.90 Metre for 150mm 2.00 Nos 11042.75

diameter sewer.

(ii) B type depth 1.50 Metre for 150mm diameter 3.00 Nos. 19349.64

(iii) C type depth 2.25 Metre for 150mm diameter 2.00 Nos 23470.49

7 Filling, Foundation & Plinth with murrum or 56.47 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

8 Providing and laying cement concrete 1:3:6 (1- 37.65 Cu.M. 3095.25

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

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

9 Providing and laying controlled cement concrete 56.47 Cu.M. 4345.72

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.

Total ( B7 ) :-

Schedule-B8:TALOD GAAM COMMUNITY HALL RENOVATION AT TALODNAGARPALIKA

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 8.10 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Excavation for foundation upto 1.5 m depth 17.13 Cu.M. 212.52

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

Dense or Hard soil.

3 Providing and laying cement concrete 1:3:6 (1- 6.96 Cu.M. 3095.25

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

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

4 Removing and scraping of old deteriorated 292.35 Sq.M. 19.92

plaster of any thickness fromm wall / R.C.C

member including stacking of serviceable

material and disposal of unserviceable from site

of work with all lead and lift

5 Dismentling doors, windows, ventilators etc. 12.00 Each 257.48

(wood or steel) shutters including chowkhats

architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and

lift.(ii) Exceeding 3 Sq.M. in area.

6 Dismentaling tiled of stone floors laid in mortar 410.00 Sq.M. 49.18

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

7 Providing and fixing extruded aluminum window 45.00 Sq.M. 2140.33

having extruded aluminum Colour Powder Coated

section frame main outer size 127mm x 38.10mm

x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four

track member size 122.20mm x 31.75mm x

1.10mm @ Wt. 1.205 Kg/mt,vertical member of

size 122.20mm x 31.75mm x 1.50mm ,@ Wt.

1.398 Kg/mt with sliding shutters of horizontal

member size 40mm x 18mm x 1.29mm @ wt.of

0.456Kg/mt,vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with

mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for

8 Providing and fixing M.S. grills of required pattern 2250.00 KG. 106.29

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.

9 Providing and laying polished Kota stone slab 438.00 Sq.M. 1019.00

flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid

over and jointed with grey cement slurry mixed

with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25mm

10 Providing cement vata (10cm. x 10 cm. size) 135.00 R.MT 24.28

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

11 Painting Three coats ( including One Coat priming 172.00 Sq.M. 68.57

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.

12 Providing and laying polished kota stone slab 35.40 Sq.M. 1166.94

25mm thick in risers of steps,skirting Dedo and

pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray

cement slury mixed with pigment to match the

shade of slab including rubbing and polishing etc.

13 Brickwork using common burnt clay building 19.92 Cu.M. 4495.98

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

14 Providing and laying controlled cement concrete 4.71 Cu.M. 4577.29

M200 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.

15 Providing formwork of ordinary timber planking 4.40 Sq.M. 205.26

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 4M. And removal of the

same for in situ 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 depth

16 Providing TMT Bar FE 500D Reinforcement for 611.78 Kg 77.29

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

in position complete upto floor two level.

17 Providing 15mm thick cement plaster in single 333.25 Sq.M. 210.84

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level

and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand) Extra over items

58 to 71 for plastering on ceilings and sofits of

stairs upto floor two level instead of plastering on

18 Wall Painting (two coats) with plastic emulsion 1228.50 Sq.M. 125.52

paint of approved brand & manufacture on under

coated wall surface to give an even shade

including throughly brushing the surface free

from mortar dropping and other foreign matter

and sand papered smooth. Extra over item 57 for

every subsequent coat of wall painting

with plastic emulsion pain of approved brand.

19 Applying two coats of Birla or Asian acrylic lapy ( 1228.50 Sq.M. 40.59

putty) & two coats of primer of approved brand

and manufacture on new wall surface to give an

even shade including thoroughly brushing the

surface free from dust and mortar dropping and

other foreign matter and sand papered smooth.

20 Finishing Wall with Weather Proof Exterior 1724.50 Sq.M. 98.32

Emulsion Paint on wall Surface (Two Coats) to

give an required shape even shade after

throughly brushing the surface free from mortar

dropping and other foreign matter and all dirt,

dust sand papered smooth. Extra over Item 51 for

every subsequent coat of water proofing cement

paint of approved brand and manufacture.

21 Supplying and erecting LED indoor fittings with 26.00 Each. 295.93

LEDs of wattage 0.2 Watt to 0.5 Watt assembled

on single MCPCB, with housing used as a heat

sink shall be made of thick sheet Steel conforming

to IS: 513/CRCA/ aluminium die cast powder

coated and high U.V. & corrosion resistance with

diffuser with company mark/name 160V to

270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

LED driver efficiency > 85 %

( fitting 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) Tube Light with integral driver

(iii) 18-20 Watts, Surge - 2KV,IP-20, conventional

22 Providing & erecting Approved make Power 20.00 Each. 1948.29

Saving 50 Watt Ceiling Fan with double ball

bearing ISI mark with Condenser 230 volt A.C.

Hz 1200 mm sweep complete having 3blades

with aluminium blades with , canopy & 30 cm.

down rod erected with earthing.(Make shall be

approved by Engineer in charge))

23 Point wiring for Light / Bell with 2-1.5 sq.mm & 26.00 Pt. 485.81

earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length , in below

type of pipe erected with 6A Modular type switch

/ bell push & accessories and earth continuity of

following type, erected on PVC /

Metallic/Wooden box, single mounting base

frame covered with textured/metallic/white

front plate modules erected on / in wall / ceiling

as per pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

24 Point wiring for FAN with 2-1.5 sq.mm & earth 20.00 Pt. 674.68

wire of 1.5 sq.mm (Green) both are of .ISI marked

1.1 KV Grade FRLS PVC insulated multi strand

copper wires up to 10 mtr length, in below type of

pipe erected with 6A Modular type switch and

hum free EME step type electronic fan regulator

mounted and accessories with earth continuity of

following type erected on PVC / Metallic/Wooden

box, single mounting base frame covered with

textured/metallic/white front plate modules

erected on / in wall / ceiling as per pipe erected.

with necessary ceiling rose / H.D.Connector as

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

25 Point wiring for Individual Plug with & earth wire 12.00 Pt. 510.05

of 1.5 sq.mm (Green) both are of ISI marked

KV grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch &

pin Plug erected on PVC / Metallic/Wooden box

covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected

with following type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm

Cu. Wire from nearby switchboard/mcb db board

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

26 Providing and erecting Sheet Steel powder coated 1.00 Each. 355.52

MCB distribution board - flush / surface mounted

fitted with busbar, neutral link, earth bar and DIN

rail, Conforms to IS 8623-1 & 3, IEC 61439-1 &

without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company

of MCB to be used) suitable for

(A) single phase incoming and horizontal single

27 providing and erecting Miniature circuit breaker 4.00 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

28 providing and erecting Approved make RCCBs 1.00 Each. 2235.13

conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of

KA and suitable for operation on single phase

V,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. DP

29 Providing and erecting Mains with 1.1 KV grade 50.00 Mtr. 82.82

FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling,

with 1.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth

continuity of following size

(A) With medium class Rigid PVC pipe and

(c) 3 wire 1.5 sq. mm

30 Dismentling steel work including distempering 2250.00 kg 3.81

and stacking the materials with all lead and lift. As

per engineer in charge

31 Filling, Foundation & Plinth with murrum or 33.60 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

32 Providing and laying Granite Slab (18 mm thick) 1 28.80 Sq.M. 2911.44

side Polished flooring over 20mm (average)base

of cement mortar 1:6 (1-cement : 6 coarse sand)

or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid

and jointed with gray cement slurry including

rubbing and polishing complete.

Total ( B8 ) :-

Schedule-B9:SUPPLYING & ERECTION OF NEW STREET LIGHT POLE FROM TR X CIRCLE TO

TOWARDS HIMMAT NAGAR HIGHWAY AT TALOD NAGARPALIKA

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 12.03 CU.M 1081.84

disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

2 Making trench in soft soil of suitable width of 90 740.00 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.

3 Drilling the road without breaking the road 150.00 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

4 Supplying & erecting Steel tubular pole (Swaged) 20.00 Each. 8463.80

confirming to IS - 2713 (Part-II)

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 to be erected on / in

existing Foundation. The length of poles are as

(C) 9.0 mtr. Long Swaged Steel tubular pole

(i) Pole as per IS code 410-SP-25 with 300 X

X 4 mm base plate with necessary G.I. J Bolts

(Approximate weight 78 Kg) For burial erection

5 Supplying & erecting Steel tubular pole (Swaged) 20.00 Each. 982.73

confirming to IS - 2713 (Part-II)

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 to be erected on / in

existing Foundation. The length of poles are as

(C) 9.0 mtr. Long Swaged Steel tubular pole

(ii) Add Extra for M.S. Base plate 300 X 300 X

mm for pole, mounting on surface of foundation

on GI foundation bolt. with required stiffeners.

6 Supplying & erecting Steel tubular pole (Swaged) 20.00 Each. 481.77

confirming to IS - 2713 (Part-II)

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 to be erected on / in

existing Foundation. The length of poles are as

(C) 9.0 mtr. Long Swaged Steel tubular pole

(iii) Add Extra for PU base primer and PU Paint on

7 Supplying & erecting Steel tubular pole (Swaged) 17.00 Each. 342.39

confirming to IS - 2713 (Part-II)

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 to be erected on / in

existing Foundation. The length of poles are as

(C) 9.0 mtr. Long Swaged Steel tubular pole

(i) Pole as per IS code 410-SP-25 with 300 X

X 4 mm base plate with necessary G.I. J Bolts

(Approximate weight 78 Kg) For burial erection

8 Providing and erecting Street Light pole bracket 37.00 Nos. 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

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.

[B] Double Arm Bracket 1.5 Mtr

9 Supplying and erecting LED street light / Flood 74.00 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

10 Providing 1:2:4 cement concrete foundation & 70 37.00 Each. 1652.36

% PCC from bottom including excavation for the

pole of size 60 x 60 x 150 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 9 & 10 mtr pole)

11 providing and erecting Miniature circuit breaker 74.00 Each. 270.68

single pole 0.5A to 2A system and having breaking

capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark

12 Supplying and erecting Flexible PVC insulated 703.00 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

13 Providing and erecting XLPE(IS:7098)(I)-88 ISI 964.00 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

14 Providing & laying approved make Double walled 964.00 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

15 Providing and, fixing heavy duty flange type brass 77.00 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

16 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.

17 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.

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

pipe type earthing.

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

strip wire 8 to 16 SWG.

20 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

21 Solderless crimping type Aluminium lugs 385.00 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

22 Painting of street light pole with bracket complete 17.00 Each. 335.32

with two coats of Aluminium paint for following

(C) up to 9 mtr

23 Cable Terminal ( ‘Plain" Type)Set of Four for 37.00 Each. 386.83

(i) 32 / 63 Amps

24 Supplying and erecting Water tight M.S.Box of size 37.00 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)

Total ( B9 ) :-

Schedule-B10:PROVIDING AND FIXING PAVER BLOCK FRONT OF KRUSHN BHAGAWAN TEMPLE NEAR

HOSPITAL AT TALOD.TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and 23.10 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 up

to 50 meters lead.

2 Providing and laying cement concrete 1:3:6 (1- 15.40 Cu.M. 3095.25

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 fixing pre-cast Rubber Dye/ steel 154.00 Sq.M. 706.93

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 leveling and filling

the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

4 Providing and fixing pre-cast concrete kerb stone 51.00 RMT 374.93

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:M 1:3 (1cement:3fine

sand) etc complete.

Total ( B10 ) :-

Schedule-B11:SUPPLYING & ERECTION OF HIGHMAST POLE AT NEAR CIVIL HOSPITAL AT TALOD

NAGARPALIKA, TALOD

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 1.35 CU.M 1081.84

materilas and disposal of unserviceable materials

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

2 Making trench in soft soil of suitable width of 90 30.00 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.

3 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

4 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

5 thick, Foundation

Supplying Bolt Size

and erecting LEDM24 x

street lightmm, Qty -

/ Flood 6.00 Each. 9647.52

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 160 to 200 watts

6 Supplying and erecting Flexible PVC insulated 60.00 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

7 Providing and erecting XLPE(IS:7098)(I)-88 ISI 60.00 R.Mt. 1504.90

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.

(A) 4 core 2.5 Sq. mm

8 Providing & laying approved make Double walled 60.00 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

9 Providing and, fixing heavy duty flange type brass 5.00 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.

(E) 2 to 4 core 25 Sq. mm

10 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

11 Solderless crimping type Aluminium lugs 25.00 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

Total ( B11 ) :-

Schedule-B12:PROVIDING & LAYING 110 MM,90 MM DIA AND 75 MM PVC PIPE LINE AT DIFFERENT

PLACE TALOD NAGARPALIKA AREA AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for pipe line trenches for water 240.00 Cu.M. 427.80

supply, sewerage line, manhole etc. all with

shoring and struting if required as per required

gradient and line including safety provisions

using site rails and stacking excavated stuff

including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

In hard rock and / or in C. C. 1:2:4 or RCC with

blasting, breaking, chiseling, or by

chiseling/breaking only. Upto 1.50 mt depth

2 Excavation for pipe line trenches for water 2976.00 Cu.M. 102.35

supply, sewerage line, manhole etc. all with

shoring and struting if required as per required

gradient and line including safety provisions

using site rails and stacking excavated stuff

including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

In all sorts of soil and soft murrum

Upto 1.50 mt depth

3 Providing and supplying in standard length ISI

mark rigid unplasticised PVC pipes suitable for

potable water with ring fit joint including cost of

rings, as per IS specification no. 4985/1988

including all local and central taxes,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing

meterial etc. complete 1. One coupler / ring shall

be provided with each full length pipe cost of

which is included in rates below, 2. 3% (Three)

Discounted rate to be consider for Coupler jointed

pipe, 3. Rate for PVC Resin as Rs. 134700/MT

(Exclusive of GST) Test Pressure 6.0 Kg/cm2

110 mm dia Pipe 600.00 R.M. 199.00

90mm dia Pipe 1500.00 R.M. 139.00

75mm dia Pipe 1000.00 R.M. 96.00

4 Lowering, laying, fixing and jointing

PVC/uPVC/cPVC pipes and specials of following

class and diameter including cost of conveyance

from stores to site of works including cost of

labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code.

110 mm dia Pipe 600.00 R.M. 21.85

90mm dia Pipe 1500.00 R.M. 21.85

75mm dia Pipe 1000.00 R.M. 21.85

5 Refilling the pipeline trenches incl. ramming, 2976.00 Cu.M. 25.30

watering, consolidating desposal of surplus stuff

as directed within a radius of 3 km.

6 Manufacture, supply and delivery of cast iron

Detachable joints (Short & long) complete with

joint flanges duly drilled, synthetic rubber sealing

rings manufactured from styrene butadine rubber

(SBR) and other required accessories such as nut,

bolts etc. conforming to IS specification 8794-

1988 or its latest revision if any suitable for use

with A.C. Pressure pipes. Delivery of joints

including its accessories including loading,

unloading, carting, stacking, insurance, all taxes,

octroi etc. complete.

Long Collar Over size Suitable to PVC/HDPE

110 mm dia Pipe 3.00 Nos 237.00

90 MM DIA 3.00 Nos 195.00

7 PVC fittings: Providing and supplying at store or

site of work incl. freight, loading, unloading,

stacking, insaurance & all taxes etc. complete

P. V. C. Couplers 6 Kg/cm2 (Fabricated)110 mm 100.00 NOS 133.00

P. V. C. Couplers 6 Kg/cm2 (Fabricated) 90 mm 250.00 NOS 78.00

P. V. C. Couplers 6 Kg/cm2 (Fabricated) 75 mm 170.00 NOS 44.00

P. V. C. Tail Piece with P. V. C. Flange (ISI) Heavy 5.00 NOS 320.00

duty (Moulded) 110 mm

P. V. C. Tee (Moulded) 110 mm X 110 mm 25.00 NOS 407.00

P. V. C. Tee (Moulded) 110 mm X 90 mm 25.00 NOS 470.00

P. V. C. Tee (Moulded) 90 mm X 90 mm 25.00 NOS 324.00

P. V. C. Tee (Moulded) 90 mm X 75 mm 25.00 NOS 297.00

P. V. C. Tee (Moulded) 75mm X 75 mm 25.00 NOS 199.00

P. V. C. Tee (Moulded) 110 mm X 75 mm 25.00 NOS 338.00

P. V. C. Bend 90 Degree (Moulded) Heavy 110 mm 30.00 NOS 519.00

P. V. C. Bend 90 Degree (Moulded) Heavy 90 mm 70.00 NOS 318.00

P. V. C. Bend 90 Degree (Moulded) Heavy 75 mm 50.00 NOS 174.00

8 Job Work - Connection of new PVC pipe to 25.00 Nos 5000.00

Existing PVC/HDPE/MS/DI pipe including all

materials & labour etc.

Total ( B12 ) :-

Total ( B1 TO B12 ) :-