Construction Work of WBM With Paving Block Road, Side Paving, Refitting Paving, R.C.C. Road, C.C. Road, Wearing Coat Road, Protection Wall, Community Hall, Otta, Circle, Safety Raling, Snanah Gruh, Safety Railing, CCTV Camera, Electric Room, Compound Wall With M.S. Gate, Colour Work of Grill With Gate, Tiles Work of Gate, Mini Gazebo, Shed, PVC Pipe Line, Strom Water Line, LED Street Light, High Mast Tower as per various location Chart, At Chalala, Dist. Amreli Under Swarnim Jayanti Mukhya Mantri Saheri Vikash Yojana (UDP-88) Year-2025-26.

NAME OF WORK:- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD, SIDE PAVING,

REFITTING PAVING, R.C.C. ROAD, C.C. ROAD, WEARING COAT ROAD, PROTECTION WALL,

COMMUNITY HALL, OTTA, CIRCLE, SAFETY RALING, SNANAH GRUH, SAFETY RAILING, CCTV

CAMERA, ELECTRIC ROOM, COMPOUND WALL WITH MS GATE, COLOUR WORK OF GRILL WITH

GATE, TILES WORK OF GATE, MINI GAZEBO, SHED, PVC PIPE LINE, STROM WATER LINE, LED

STREET LIGHT, HIGH MAST TOWER AS PER VARIOUS LOCATION IN CHALALA.

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

6 Schedule - "B"- 6

7 Schedule - "B"- 7

8 Schedule - "B"- 8

9 Schedule - "B"- 9

10 Schedule - "B"- 10

11 Schedule - "B"- 11

12 Schedule - "B"- 12

13 Schedule - "B"- 13

14 Schedule - "B"- 14

15 Schedule - "B"- 15

16 Schedule - "B"- 16

17 Schedule - "B"- 17

18 Schedule - "B"- 18

19 Schedule - "B"- 19

20 Schedule - "B"- 20

21 Schedule - "B"- 21

22 Schedule - "B"- 22

23 Schedule - "B"- 23

24 Schedule - "B"- 24

25 Schedule - "B"- 25

26 Schedule - "B"- 26

27 Schedule - "B"- 27

28 Schedule - "B"- 28

29 Schedule - "B"- 29

30 Schedule - "B"- 30

31 Schedule - "B"- 31

32 Schedule - "B"- 32

33 Schedule - "B"- 33

34 Schedule - "B"- 34

35 Schedule - "B"- 35

36 Schedule - "B"- 36

37 Schedule - "B"- 37

38 Schedule - "B"- 38

39 Schedule - "B"- 39

40 Schedule - "B"- 40

41 Schedule - "B"- 41

42 Schedule - "B"- 42

43 Schedule - "B"- 43

44 Schedule - "B"- 44

Total Amount Rs…....

Total Amount Rs…....

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be

writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as

Estimated Amount Estimated Amount

Put to Tender Rs. 2,73,38,058=00 Put to Tender Rs. 2,73,38,058=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF WBM WITH SIDE PAVING BLOCK ROAD

LOCATION :- Ward No.1,Tin Batti Chowk To Jaydevbhai's Old Office,Chalala.

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 300.00 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 120.00 952.32 Cumt.

Supplying of Stone Dust all lead and lift 9.60 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(ii) 40mm to 63mm size aggreagates 120.00 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 9.60 154.84 Cumt.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6-

machine cut stone aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 120.00 3095.24 Cumt.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 1200.00 706.93 Sqmt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 1606.00 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD

LOCATION :- Ward No.1, Near Raj Pan Under Maruti Dining Hall, Chalala.

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 50.00 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 20.00 952.32 Cumt.

Supplying of Stone Dust all lead and lift 1.60 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(ii) 40mm to 63mm size aggreagates 20.00 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 1.60 154.84 Cumt.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6-

machine cut stone aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 20.00 3095.24 Cumt.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 200.00 706.93 Sqmt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 90.00 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD

LOCATION CHART FOR SCHEDULE -B-3

Sr. No. Location Nos. Length Width Area

At Ward No.3, Mochi Bazaar, Maluma Street, Chalala.

1 Jayantibhai Sadiya's Shop To Danbapu's Place 1 60.00 5.00

2 Sefubhai's House Street 1 25.00 2.80

3 Hakubhai Darbar's House Street 1 10.00 2.60

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD

LOCATION :- At Ward No.3, Mochi Bazaar, Maluma Street, Chalala.

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 118.80 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 79.20 952.43 Cumt.

Supplying of Stone Dust all lead and lift 19.80 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(ii) 40mm to 63mm size aggreagates 79.20 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 19.80 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the

process.(A) With power roller 396.00 15.87 Sqmt.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 396.00 706.93 Sqmt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 210.80 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD

LOCATION CHART FOR SCHEDULE -B-4

Sr. No. Location Nos. Length Width Area

At Various Location In Ward No.4, Chalala.

1 Nr. Aapa Joga Chowk 1 15.00 2.50

2 Nr. Mansukhbhai house 1 8.00 0.50

3 Nr. Kalubhai Sarvaiya House 1 8.00 5.00

4 Behind Mangabhai Parmar's House Street 1 24.00 4.00

9 Premjibhai Dobariya's House To Ramji Mandir 2 187.00 1.00

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD

LOCATION :- At Ward No.3, Mochi Bazaar, Maluma Street, Chalala.

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Lime concrete. 60.00 623.01 Cumt.

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 205.90 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 177.20 952.43 Cumt.

Supplying of Stone Dust all lead and lift 44.30 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(ii) 40mm to 63mm size aggreagates 177.20 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 44.30 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the

process.(A) With power roller 886.00 15.87 Sqmt.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 886.00 706.93 Sqmt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 1091.00 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF WBM WITH PAVING BLOCK ROAD

LOCATION :- At Amreli-Dhari Road, Nr. Danev Circle, Tinbati Chowk, Chalala.

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 145.20 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 96.80 952.43 Cumt.

Supplying of Stone Dust all lead and lift 24.20 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(ii) 40mm to 63mm size aggreagates 96.80 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 24.20 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the

process.(A) With power roller 484.00 15.87 Sqmt.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 484.00 706.93 Sqmt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 110.00 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- REFITTING WORK OF PAVING BLOCK ROAD

LOCATION :- Various Location In Ward No.3, Chalala.

SCHEDULE - "B-6"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Labor work For Refitting of Paving Block and Completing work with finishing

and proper base of paving block , leveling the Road.etc 207.80 470.66 Sqmt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 27.70 952.43 Cumt.

Supplying of Stone Dust all lead and lift 6.90 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (iii) 25mm to 50mm size crushed stone 27.70 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed. 6.90 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the

process. (A) With power roller 346.20 15.87 Sqmt.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 138.50 706.93 Sqmt.

Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all lead

and lift. 207.80 49.11 Sqmt.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 156.40 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF PAVING BLOCK ROAD WITH STORM WATER LINE

LOCATION :- Ward No.2, Panchvati Society, Kamleshbhai Talatiya Street, Chalala.

SCHEDULE - "B-7"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and supplying ISI Standard R.C.C. pipes in standard lengths of

following class and diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458/ 1989) Note : One collar should be supplied

with each full length plain ended RCC pipe, cost included in rates below. One

rubber ring should be supplied with each full length socketed pipe, cost

included in rates below. 10.1 (D) Class NP-3 Test Pressure 0.7 kg/Sqcm.

Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonary in C. M.

1:5 and outsice plastering in C. M. 1:3 necessary 100mm 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 desing comp. as per latest CPHEEO manual (incl. excavation) a)

Manhole type 'A' - Circular, having inside diameter of 1200mm for depth

up to 1.50m (For 150 mm to 500mm dia. sewers). 3.00 12179.00 No

Providing and constructing rectangular brick masonary chamber for house

connection as per type design in brick masonary 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 incl.

excavation. 1.00 7922.00 No

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 Flate, curring mold work etc. Heavy Duty Frame Suitable for

50cm opening of MH 3.00 1121.00 No

Cover Suitable for 50cm opening of MH 3.00 1173.00 No

House Connection chamber light duty Frame 1.00 813.00 No

Cover 1.00 920.00 No

Excavation for pipe line trenches incl. all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mts. cleaning the site etc.

complete for lifts and strata as specified. # 0.00 to 1.50m 600mm dia a) In

all sorts of soil and soft murrum (20%) 30.72 89.00 Cumt.

b) In hard murrum, boulders Incl. macadam road (50%) 76.80 135.00 Cumt.

c) In soft rock and / or masonry in CM or L M or (30%) 46.08 163.00 Cumt.

Providing bedding incl. ramming, watering, levelling, consolidationg etc..

Complete as per standard and instruction of engineer in charge As above

with selected excavated earth available near site 9.00 60.00 Cumt.

Item No. & Description Quantity Rate Per Amount

Lowering, laying and jointing R. C. C. pipes with gasket joint of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge including conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code, etc complete including cost of jointing

materials. R.C.C. NP-3 600mm dia 75.00 228.00 Rmt.

Refilling the pipe line trenches including ramming, watering, consolidating &

disposal of surplus stuff as directed within a radius of 3km. 130.59 22.00 Cumt.

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Lime concrete. 10.80 623.01 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 50.30 952.43 Cumt.

Supplying of Stone Dust all lead and lift 12.60 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (ii) 40mm to 63mm size aggreagates 50.30 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 12.60 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the

process.(A) With power roller 502.50 15.87 Sqmt

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35mm sand/stone duat/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018

etc. Complete. 502.50 706.93 Sqmt

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 163.40 24.28 Rmt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF REINFORCED CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- Ward No.1, (1) Raj Pan Shop to Parkashbhai Kariya House, (2) Parkashbhai Kariya House To

Naranbhai Kumbhar House (3) Parkashbhai Kariya House To Dholarava Road, Chalala.

SCHEDULE - "B-8"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Cement concrete. 207.60 623.01 Cumt.

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 345.90 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 172.95 952.43 Cumt.

Supplying of Stone Dust all lead and lift 1.60 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (ii) 40mm to 63mm size aggreagates 173.00 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 13.90 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials ) including filling in depressions which occur

during the process. (A) With power roller 1729.50 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 172.95 2896.68 Sqmt

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous operation

including providing of contraction joint at every 4.00mtr. and expansion joint

at interval of 40mtr. applying debonding strips, bitumen primer, bituminous

sealant and curing etc. complete. admixtures Melamine Base/ Naphthalene

Base using 1.5 Kg. per Cement Bage and curing etc. complete. 207.54 5182.31 Cumt.

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 6053.25 77.28 Kg

Tracing of old Manhole all type 5.00 1202.00 No

Tracing of House Chamber all type 10.00 505.00 No

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- At Ward No.3, Satodipara, Savjibhai Naghjibhai Kachhadiya's House To Manubhai Gokalbhai

Kathrotiya's House, Chalala. (Part-1)

SCHEDULE - "B-9"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Cement concrete. 273.80 623.01 Cumt.

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 401.50 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 273.80 952.43 Cumt.

Supplying of Stone Dust all lead and lift 68.50 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (iii) 25mm to 50mm size crushed stone 273.80 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 68.50 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials ) including filling in depressions which occur

during the process. (A) With power roller 1825.00 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 182.50 2896.68 Cumt.

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous operation

including providing of contraction joint at every 4.00mtr. and expansion joint

at interval of 40mtr. applying debonding strips, bitumen primer, bituminous

sealant and curing etc. complete. admixtures Melamine Base/ Naphthalene

Base using 1.5 Kg. per Cement Bage and curing etc. complete. 219.00 5552.98 Cumt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- At Ward No.3, Satodipara, Savjibhai Naghjibhai Kachhadiya's House To Manubhai Gokalbhai

Kathrotiya's House, Chalala. (Part-2)

SCHEDULE - "B-10"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Cement concrete. 76.70 623.01 Cumt.

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 112.50 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 76.70 952.43 Cumt.

Supplying of Stone Dust all lead and lift 19.20 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (iii) 25mm to 50mm size crushed stone 76.70 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 19.20 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials ) including filling in depressions which occur

during the process. (A) With power roller 511.00 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 51.10 2896.68 Cumt.

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous operation

including providing of contraction joint at every 4.00mtr. and expansion joint

at interval of 40mtr. applying debonding strips, bitumen primer, bituminous

sealant and curing etc. complete. admixtures Melamine Base/ Naphthalene

Base using 1.5 Kg. per Cement Bage and curing etc. complete.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION CHART FOR SCHEDULE -B-11

Sr. No. Location Nos. Length Width Area

At Various Location In Ward No.4, Chalala.

Nagarpalika Road, Savarkundla Road To Vegetable

2 Beside Post office Street 1 40.00 8.20

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- At Ward No. 4, (1) Nagarpalika Road, Savarkundla Road To Shakmarket Road (2) Behind Post

Office Chalala.

SCHEDULE - "B-11"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift. (i)

Cement concrete. 147.40 623.01 Cumt.

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 314.60 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 196.60 952.43 Cumt.

Supplying of Stone Dust all lead and lift 49.20 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (iii) 25mm to 50mm size crushed stone 196.60 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 49.20 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials ) including filling in depressions which occur

during the process. (A) With power roller 1310.50 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 131.10 2896.68 Cumt.

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous operation

including providing of contraction joint at every 4.00mtr. and expansion joint

at interval of 40mtr. applying debonding strips, bitumen primer, bituminous

sealant and curing etc. complete. admixtures Melamine Base/ Naphthalene

Base using 1.5 Kg. per Cement Bage and curing etc. complete.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- Word No. 4, Paniya Road, Chandubhai Vashrambhai's House To Balabag, Chalala.

SCHEDULE - "B-12"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 306.00 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 153.00 952.43 Cumt.

Supplying of Stone Dust all lead and lift 38.30 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (iii) 25mm to 50mm size crushed stone 153.00 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 38.30 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials ) including filling in depressions which occur

during the process. (A) With power roller 1020.00 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 102.00 2896.68 Cumt.

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous operation

including providing of contraction joint at every 4.00mtr. and expansion joint

at interval of 40mtr. applying debonding strips, bitumen primer, bituminous

sealant and curing etc. complete. admixtures Melamine Base/ Naphthalene

Base using 1.5 Kg. per Cement Bage and curing etc. complete.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH TRI-MIX

LOCATION :- At New Nagarpalika Building, Chalala.

SCHEDULE - "B-13"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Filling in foundation and plinth with murrum or selected soil in layers of

20cm. thickness including watering, ramming and consolidating etc.

complete. 52.50 41.60 Sqmt

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 21.00 952.43 Cumt.

Supplying of Stone Dust all lead and lift 5.30 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

Blindage) (iii) 25mm to 50mm size crushed stone 21.00 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed.. 5.30 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials ) including filling in depressions which occur

during the process. (A) With power roller 105.00 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 10.50 2896.68 Cumt.

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved

fixed side formwork of steel channel including vibrating by screed-needle

vibrator and finishing by plate vibrator and finished in continuous operation

including providing of contraction joint at every 4.00mtr. and expansion joint

at interval of 40mtr. applying debonding strips, bitumen primer, bituminous

sealant and curing etc. complete. admixtures Melamine Base/ Naphthalene

Base using 1.5 Kg. per Cement Bage and curing etc. complete.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CEMENT CONCRETE ROAD WITH PVC PIPE LINE

LOCATION :- At Ward No. 6, Dahidapara, Haribhai Rathod's House To Kishorbhai Rathod's House, Chalala.

SCHEDULE - "B-14"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing Suppluing standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water ringfit joint incl cost of rings, as per IS specification

No- 4985/1988 specials of 6Kg/sqcm. following Dia,includign cost of

conveyance store to site of work incl.cost of GST & all local taxes,

transportation, freight charges, octroi, inspection charges, loading, unloading,

cost of Conve, at store to etc. comp. as per approvel brand by nagarpalika

Note : One collar should be supplied with each full length plain ended RCC

pipe, cost included in rates below. One rubber ring should be supplied with

each full length socketed pipe, cost included in rates below. Test Pressure

Kg/cm² 90mm Ø PVC Pipe Line 105.00 139.00 Rmt.

Providing and supplying at store or site of work incl. freight, loading,

unloading, stacking, insurance and all taxes etc. complete PVC Tee

(Moulded) 1.00 324.00 No

PVC Tail Piece with P.V. C. Flange (ISI) Heavy duty (Moulded) 90mm 1.00 236.00 No

P. V. C. Bend 90º (Moulded) Heavy 90mm 1.00 318.00 No

Providing and constructing rectangular brick masonary chamber for house

connection as per type design in brick masonary 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 incl.

excavation. 9.00 7922.00 No

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 Flate, curring mold work etc. House Connection chamber light

duty Frame 9.00 813.00 No

Cover 9.00 920.00 No

Excavation for pipe line trenches incl. all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mts. cleaning the site etc.

complete for lifts and strata as specified. # 0.00 to 1.50m 90mm Ø PVC Pipe

Line a) In all sorts of soil and soft murrum (30%) 25.60 89.00 Cumt.

b) In hard murrum, boulders Incl. macadam road (50%) 42.67 135.00 Cumt.

c) In soft rock and / or masonry in CM or L M or (20%) 17.07 163.00 Cumt.

Providing bedding incl. ramming, watering, levelling, consolidationg etc..

Complete as per standard and instruction of engineer in charge As above

with selected excavated earth available near site 7.40 60.00 Cumt.

Lowering, laying and jointing PVC pipes and specials of following class and

diameter includind coat of converyance from store to site of works including

cost of labour, material, cement solvent, giving satisfactory hydraulic testing

as per ISI code. 90mm Ø PVC Pipe Line 105.00 17.00 Rmt.

Refilling the pipe line trenches including ramming, watering, consolidating &

disposal of surplus stuff as directed within a radius of 3km. 70.39 22.00 Cumt.

Item No. & Description Quantity Rate Per Amount

Making job connection for old pipes in connecting the pipe line with existing

main and inserted of special incl. Cost of excavation cutting of pipes,

dewatering testing refitting etc. complete incl. all jointing materials etc. comp.

(excl. cost of specials pipes and fittings) 1.00 1464.50 No

Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the

road side slope as directed up to all lead and strata 182.60 109.41 Cumt.

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm

size all lead and lift 86.70 952.43 Cumt.

Supplying of Stone Dust all lead and lift 6.90 617.11 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(iii) 25mm to 50mm size crushed stone 86.70 262.23 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed. 6.90 154.84 Cumt.

Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the

process. (A) With power roller 577.50 15.87 Sqmt

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 57.80 2896.68 Cumt.

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved fixed

side formwork of steel channel including vibrating by screed-needle vibrator

and finishing by plate vibrator and finished in continuous operation including

providing of contraction joint at every 4.00mtr. and expansion joint at interval

of 40mtr. applying debonding strips, bitumen primer, bituminous sealant and

curing etc. complete. admixtures Melamine Base/ Naphthalene Base using

1.5 Kg. per Cement Bage and curing etc. complete.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF WEARING COAT ROAD

LOCATION :- At Ward No.3, Kasturbapara, Ranabhai Aahir's House To Ukabhai Aahir's House, Chalala.

SCHEDULE - "B-15"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift. (i)

Lime concrete. 11.30 623.01 Cumt

Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for

average 20cm thick wearing coat/c.c. pavement as directed in approved fixed

side formwork of steel channel including vibrating by screed-needle vibrator

and finishing by plate vibrator and finished in continuous operation including

providing of contraction joint at every 4.00mtr. and expansion joint at interval

of 40mtr. applying debonding strips, bitumen primer, bituminous sealant and

curing etc. complete. 9.40 5552.98 Cumt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT

LOCATION :- Word No. 1, Man Arcade To Old Nagarvadi,Chalala.

SCHEDULE - "B-16"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying and erecting approved make Octagonal 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 requirement.

(E) 7 Mtr. Long 70mm Top X 135mm bottom dia, 3mm thickness with

225mm X 225mm X 16mm base plate, 4-M20 Bolts and 600mm long with

necessary G.I. J Bolts. Approx Pole weight 67 kg 7.00 11411.99 Ea.

Providing and erecting Street Light pole bracket 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 7.00 626.20 Ea.

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 % as per

approved vender list make.( 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) Street Light (IP-65), Surge protection -4KV integral

and ,Light must have 440VAC line supply with over-voltage protection. (ii)

above 48 to 60 Watts, Cat-lll 7.00 4997.48 Ea.

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally supported on both

side, with internal and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with

nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside and

out side with three tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per IP 55 test & followed by IS

2147 of 1962 (C) 60 X 30 X 45 cm section pillar fabricated from 16 Gauge

MS Sheet with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick

MS angle. 1.00 1884.66 Ea.

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven clock

‘ON’ &’ OFF’ automatic arrangement at any predetermined time during each

hours,With nickel cadmium rechargeable battery backup erected as directed.

Item No. & Description Quantity Rate Per Amount

Supplying & erecting power contactor ,AC3 duty for time switch complete

erected as per direction Cat III 1.00 1903.85 Ea.

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 7.00 77.77 Kg

Providing and erecting Pipe type earthing having 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 earth wire. 7.00 368.65 Ea.

For using salt and charcoal / coke as required for pipe type earthing. 7.00 95.95 Ea.

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia

of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having

200-250 Micron galvanising, connection terminal dia of 14mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy

duty cover (A) (approved make OEM has to submit test certificate including

value of earth resistance of installation duly stamped and signed by agency and

officer Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as

per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should be capable

to retain moisture for long time Necessary test report must be submitted by

Agency. [A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Back filling compound - 1 Nos. of Bag of 15 Kgs. 1.00 4591.46 Rmt.

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed 52.50 46.46 Mtr

providing and erecting Miniature circuit breaker 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 7.00 270.68 Ea.

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp. Cat.III 1.00 638.32 Ea.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench / pipe of following size of cables (A) 4 core 4 Sq. mm 154.00 117.16 Mtr

Providing & laying approved make Double walled 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 140.00 62.62 Mtr

Making trench in soft soil of suitable width of 90 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. 126.00 55.55 Mtr

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT

LOCATION :- At. Ward No.2, Panchvati Society, Gayatri Mandir Street, Common Plot, Chalala.

SCHEDULE - "B-17"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying and erecting approved make Octagonal 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 requirement. (B)

4 Mtr. Long 70 mm Top X 130 mm bottom dia, 3 mm thickness with

200mmX200mmX12mm base plate, 4-M16 Bolts and 450mm long with

necessary G.I. J Bolts .Approx weight 37 kg 5.00 5556.01 Ea.

Providing and erecting Street Light pole bracket 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. [D] Four Arm Bracket 1.5 Mtr 5.00 1658.42 Ea.

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 % as per

approved vender list make.( 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) Street Light (IP-65), Surge protection -4KV integral and ,Light must

have 440VAC line supply with over-voltage protection.(iv) above 90 to

Watts, Cat-lll 20.00 6566.01 Ea.

Supplying & erecting IP 55 grade following size section pillar fabricated from joint

less M.S. Sheet with angle iron legs made from jointless M.S. Angle with cable

clamps to be buried in ground to have appropriate erection to work uniform until

erected with cement concrete foundation and 45 cm high bricks work finishing

with plaster etc. hinged double door internally supported on both side, with

internal and outside looking arrangement with look and keys in duplicate 35 x

x 5 mm M.S. Angle of Two Nos. one is welded and other with nut and bolt for

erecting Bakelite sheet. Painting the Section Pillar inside and out side with three

tank powder coated paint. section pillar roof should be without joint with water

leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962 (C) 60 X

30 X 45 cm section pillar fabricated from 16 Gauge MS Sheet with angle

iron legs 45 cm long made from 35 X 35 X 5 mm thick MS angle. 1.00 1884.66 Ea.

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven clock

‘ON’ &’ OFF’ automatic arrangement at any predetermined time during each

hours,With nickel cadmium rechargeable battery backup erected as directed. (B)

Item No. & Description Quantity Rate Per Amount

Supplying & erecting power contactor ,AC3 duty for time switch complete erected

as per direction Cat III 1.00 1903.85 Ea.

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 5.00 77.77 Kg

Providing and erecting Pipe type earthing having 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 earth wire. 5.00 368.65 Ea.

For using salt and charcoal / coke as required for pipe type earthing. 5.00 95.95 Ea.

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of

80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-

250 Micron galvanising, connection terminal dia of 14mm with constant ohmic

value surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover (A)

(approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer

Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as

per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound:- Earthing compound should be capable to

retain moisture for long time Necessary test report must be submitted by

Agency. [A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Back filling compound - 1 Nos. of Bag of 15 Kgs. 1.00 4591.46 Ea.

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed 22.50 46.46 Mtr

providing and erecting Miniature circuit breaker 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 5.00 270.68 Ea.

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp. Cat.III 1.00 638.32 Ea.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench /pipe of following size of cables (A) 4 core 4 Sq. mm 150.00 117.16 Mtr

Providing & laying approved make Double walled 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 145.00 62.62 Mtr

Making trench in soft soil of suitable width of 90 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. 140.00 55.55 Mtr

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT

LOCATION :- At. Ward No.5, Kahmbha Road Pumping Station to Jay Velnath House, Chalala.

SCHEDULE - "B-18"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying and erecting approved make Octagonal 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 requirement.

(E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness with

225mmX225mmX16mm base plate, 4-M20 Bolts and 600mm long with

necessary G.I. J Bolts Approx Pole weight 67 kg 25.00 11411.99 Ea.

Providing and erecting Street Light pole bracket 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 25.00 683.77 Ea.

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 % as per

approved vender list make (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) 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, Cat-lll 1.00 6566.01 Ea.

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally supported on both

side, with internal and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with

nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside and

out side with three tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per IP 55 test & followed by IS

2147 of 1962 (C) 60 X 30 X 45 cm section pillar fabricated from 16 Gauge

MS Sheet with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick

MS angle. 1.00 1884.66 Ea.

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven

clock ‘ON’ &’ OFF’ automatic arrangement at any predetermined time during

each 24 hours,With nickel cadmium rechargeable battery backup erected as

directed. (B) 2 pole 250V 32 Amp. 1.00 2354.31 Ea.

Item No. & Description Quantity Rate Per Amount

Supplying & erecting power contactor ,AC3 duty for time switch complete

erected as per direction Cat III 1.00 1903.85 Ea.

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 25.00 77.77 Kg

Providing and erecting Pipe type earthing having 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 earth wire. 1.00 368.65 Ea.

For using salt and charcoal / coke as required for pipe type earthing. 1.00 95.95 Ea.

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia

of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having

200-250 Micron galvanising, connection terminal dia of 14 mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy

duty cover (A)(approved make OEM has to submit test certificate including

value of earth resistance of installation duly stamped and signed by agency and

officer Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as

per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should be capable

to retain moisture for long time Necessary test report must be submitted by

Agency. [A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Back filling compound - 1 Nos. of Bag of 15 Kgs. 1.00 4591.46 Ea.

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed 187.50 46.46 Mtr

providing and erecting Miniature circuit breaker 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 25.00 270.68 Ea.

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp.Cat.III 1.00 638.32 Ea.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of cables (A) 4 core 4 Sq.

Providing & laying approved make Double walled 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 475.00 62.62 Mtr

Making trench in soft soil of suitable width of 90 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. 450.00 55.55 Mtr

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT

LOCATION :- At. Ward No.5, Kahmbha Road Pumping Station to Jay Velnath House, Chalala.

SCHEDULE - "B-19"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying and erecting approved make Octagonal 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 requirement.

(E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness with

225mmX225mmX16mm base plate, 4-M20 Bolts and 600mm long with

necessary G.I. J Bolts .Approx Pole weight 67 kg 17.00 11411.99 Ea.

Providing and erecting Street Light pole bracket 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 17.00 683.77 Ea.

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 % as per

approved vender list make (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) 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, Cat-lll 1.00 6566.01 Ea.

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally supported on both

side, with internal and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with

nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside and

out side with three tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per IP 55 test & followed by IS

2147 of 1962 (C) 60 X 30 X 45 cm section pillar fabricated from 16 Gauge

MS Sheet with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick

MS angle. 1.00 1884.66 Ea.

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven clock

‘ON’ &’ OFF’ automatic arrangement at any predetermined time during each

hours,With nickel cadmium rechargeable battery backup erected as directed.

Item No. & Description Quantity Rate Per Amount

Supplying & erecting power contactor ,AC3 duty for time switch complete

erected as per direction Cat III 1.00 1903.85 Ea.

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 17.00 77.77 Kg

Providing and erecting Pipe type earthing having 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 earth wire. 1.00 368.65 Ea.

For using salt and charcoal / coke as required for pipe type earthing. 1.00 95.95 Ea.

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia

of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having

200-250 Micron galvanising, connection terminal dia of 14 mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy

duty cover (A)(approved make OEM has to submit test certificate including

value of earth resistance of installation duly stamped and signed by agency and

officer Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as

per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should be capable

to retain moisture for long time Necessary test report must be submitted by

Agency. [A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Back filling compound - 1 Nos. of Bag of 15 Kgs. 1.00 4591.46 Ea.

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed 127.50 46.46 Mtr

providing and erecting Miniature circuit breaker 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 17.00 270.68 Ea.

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp. Cat.III 1.00 638.32 Ea.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench / pipe of following size of cables (A) 4 core 4 Sq. mm 340.00 117.16 Mtr

Providing & laying approved make Double walled 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 323.00 62.62 Mtr

Making trench in soft soil of suitable width of 90 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. 306.00 55.55 Mtr

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PROTECTION WALL

LOCATION :- At Ward No.2, Nr.Khadi Bhavan, Chalala.

SCHEDULE - "B-20"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto all

lead and strata 144.00 268.92 Cumt.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto

all lead and strata 28.80 287.21 Cumt.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

machine cut stone aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 13.50 3095.24 Cumt.

Providing and casting in situ controlled cement concrete M-200 for R.C.C.

return as per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return 100.50 5227.35 Cumt.

Providing and placing in position FE 500/500D bar reinforcement for

following items including cutting bending hooking and tying complete as per

detailed drawing.For well:- curb, staining, cap and RCC Raft. 5.03 73858.69 Toone

Providing and Laying weep hole in Aburtment and return by using A.C. pipe

of 100mm including in proper grede and jointing in cement mortar 1:1 and

curing complete. 250.00 56.12 No

Filling available excavated earth(excluding rock in trenches plinth, sides of

foundation etc,) in layor not exceeding 20cm. In depth consolidating each

depo sited layer by ramming and watering. 75.90 136.91 Cumt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PROTECTION WALL

LOCATION :- At New Nagarpalika Building, Chalala.

SCHEDULE - "B-21"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto

all lead and strata 60.00 287.21 Cumt.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

machine cut stone aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 18.00 3095.24 Cumt.

Providing and casting in situ controlled cement concrete M-200 for R.C.C.

return as per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return 129.00 5227.35 Cumt.

Providing and placing in position FE 500/500D bar reinforcement for

following items including cutting bending hooking and tying complete as per

detailed drawing.For well :- curb, staining, cap and RCC Raft. 6.45 73858.69 Toone

Providing and Laying weep hole in Aburtment and return by using A.C. pipe

of 100mm including in proper grede and jointing in cement mortar 1:1 and

curing complete. 120.00 56.12 No

Filling available excavated earth(excluding rock in trenches plinth, sides of

foundation etc,) in layor not exceeding 20cm. In depth consolidating each

depo sited layer by ramming and watering. 101.20 136.91 Cumt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF OTTA

LOCATION :- At Ward No.3, 1) Juna Keriya Road, Opp.Danev Krupa Pan 2) Opp. Satodipara School,Opp.

Kesarinandan Temple. Nr. Ramdev Dairy Shop, Chalala.

SCHEDULE - "B-22"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and lift. (i)

Lime concrete. 4.40 623.01 Cumt.

Demolition of Brick work and stone masonry including stacking of

serviceable materilas and disposal of unserviceable materials with all lead

and lift. (i) In Lime Mortar. 7.40 1584.11 Cumt.

Providing and laying cement concrete 1:4:8 (1-Cement : 4-coarse sand : 8-

Machine Cut stone aggregates 40 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 0.60 2896.68 Cumt.

Providing and laying cement concrete work 1:2:4 aggregates 20mm nominal

size) and curing complete including cost of formwork but excluding

reinforcement for reinforced concrete work in (K) Vertical and Horizontial

its upto floor two level. 6.10 4439.84 Cumt.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 361.90 77.28 Kg

20mm thick sand faced cement plaster on walls 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 of C.M. 1:1 (1-cement : 1-

sand) etc. complete. 34.20 342.41 Sqmt

Filling in foundation and plinth with murrum or selected soil in layers of

20cm. thickness including watering, ramming and consolidating etc.

complete. 14.80 301.77 Cumt.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- SUPPLYING, ERECTING AND COMMISSIONING OF HIGH MAST TOWER

(7.00 MT. HEIGHT)

LOCATION :- Nr.Danbapu's Place, Chalala.

SCHEDULE - "B-23"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying and erecting approved make Octagonal 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 requirement. (E) 7 Mtr. Long 70 mm Top X 135 mm

bottom dia, 3 mm thickness with225mm X 225mm X 16mm base

plate, 4-M20 Bolts and 600mm long with necessary G.I. J Bolts

.Approx Pole weight 67 kg 1.00 11411.99 No

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt. LED

driver efficiency > 85% as per approved vender list make. (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 Cat-

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable

multistrand / Solid Aluminium conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of following size of cables (A)

4 core 10 Sq. mm, 100.00 140.39 Rmt

Providing and erecting Pipe type earthing having 150 cms.long and

cms. dia. galvanised iron pipe with coupling and buch buried in specially

prepared earth pit complete with necessary 8 SWG earth wire. 1.00 368.65 No

For using salt and charcoal / coke as required for pipe type earthing. 1.00 171.70 No

Supplying & erecting IP 55 grade following size section pillar fabricated

from joint less M.S. Sheet with angle iron legs made from jointless M.S.

Angle with cable clamps to be buried in ground to have appropriate

erection to work uniform until erected with cement concrete foundation and

45 cm high bricks work finishing with plaster etc. hinged double door

internally supported on both side, with internal and outside looking

arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of

Two Nos. one is welded and other with nut and bolt for erecting Bakelite

sheet. Painting the Section Pillar inside and out side with three tank

powder coated paint. section pillar roof should be without joint with water

leakage proof & tested as per IP 55 test & followed by IS 2147 of

Item No. & Description Quantity Rate Per Amount

(C) 60 X 30 X 45 cm section pillar fabricated from 16 Gauge MS Sheet

with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick MS

angle. 1.00 1884.66 No

Supplying & erecting earth pit of minimum bore dia.150mm size approved

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe

dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm

having 200-250 Micron galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive compound with high

charge dissipation suitable for following type of applications with chamber

and heavy duty cover. (A)(approved make OEM has to submit test

certificate including value of earth resistance of installation duly stamped

and signed by agency and officer Incharge has to ensure the value of

earthing resistane mentioned in test Certificate) & having back filling

compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm /

meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load &

dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for long time Necessary

test report must be submitted by Agency.

(a) For Electrical Inst llation up to 440V in normal soil Length of pipe -

1 Mtr Back filling compound - 1 Nos Bag of 15 Kg. 2.00 4591.46 No

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven

clock ‘ON’ &’ OFF’ automatic arrangement at any predetermined time

during each 24 hours,With nickel cadmium rechargeable battery backup

erected as directed. 2.00 2354.31 No

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B

curve) having 10KA breaking capacity & confirms to IS :8828 in existing

box having following capacity. (b) 40 Amp. Cat.III 1.00 638.32 No

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or

required depth for laying any size of cable or locating the fault all over the

run and back filling the same and making the surface as normal ground.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- SUPPLYING, ERECTING AND COMMISSIONING OF HIGH MAST TOWER

(12.00 MT. HEIGHT)

LOCATION :- At Ward No. 4, Nr. Library, Chalala.

SCHEDULE - "B-24"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying, erecting, testing, commissioning 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 four (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

mm thick, Foundation Bolt Size M24 x 850 mm, Qty - 6 Nos., Suitable for

mounting Fitting of Light - 6 Nos. 1.00 141616.14 No

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85% as

per approved vender list make. (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 Cat-lll 6.00 10263.62 No

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench /pipe of following size of cables (A) 4 core 10 Sq.

Providing and erecting Pipe type earthing having 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 earth wire. 1.00 368.65 No

For using salt and charcoal / coke as required for pipe type earthing. 1.00 171.70 No

Item No. & Description Quantity Rate Per Amount

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc.

hinged double door internally supported on both side, with internal and outside

looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S.

Angle of Two Nos. one is welded and other with nut and bolt for erecting

Bakelite sheet. Painting the Section Pillar inside and out side with three tank

powder coated paint. section pillar roof should be without joint with water

leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962 (C)

X 30 X 45 cm section pillar fabricated from 16 Gauge MS Sheet with

angle iron legs 45 cm long made from 35 X 35 X 5 mm thick MS angle. 1.00 1884.66 No

Supplying & erecting earth pit of minimum bore dia.150mm size approved

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of

50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-

250 Micron galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover.

(A) (approved make OEM has to submit test certificate including value of

earth resistance of installation duly stamped and signed by agency and officer

Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as

per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should be

capable to retain moisture for long time Necessary test report must be

submitted by Agency. (a) For Electrical Inst llation up to 440V in normal

soil Length of pipe - 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg. 1.00 4591.46 No

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven

clock ‘ON’ &’ OFF’ automatic arrangement at any predetermined time during

each 24 hours,With nickel cadmium rechargeable battery backup erected as

directed. 1.00 2354.31 No

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity. (b) 40 Amp. Cat.III 1.00 638.32 No

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or

required depth for laying any size of cable or locating the fault all over the run

and back filling the same and making the surface as normal ground. 90.00 55.55 Rmt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- SUPPLYING, ERECTING AND COMMISSIONING OF HIGH MAST TOWER

(12.00 MT. HEIGHT)

LOCATION :- At Hudko-2 Chowk, Chalala.

SCHEDULE - "B-25"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying, erecting, testing, commissioning approved make M.S.

Polygonal High Mast Pole having following general Specification.

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

& 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 four (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 thick, Foundation Bolt Size M24

x 850 mm, Qty - 6 Nos., Suitable for mounting Fitting of Light -

Supplying and erecting LED street light / Flood 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 0.95,

THD < 10 %, CCT 3000 K to 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

to 250 watts Cat-lll 6.00 10263.62 No

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable

multistrand / Solid Aluminium conductor for 1.1 KV. to be laid on wall

with necessary clamps or in existing trench / pipe of following size of

cables (A) 4 core 10 Sq. mm, 100.00 140.39 Rmt

Providing and erecting Pipe type earthing having 150 cms.long and

cms. dia. galvanised iron pipe with coupling and buch buried in

specially prepared earth pit complete with necessary 8 SWG earth

wire. 1.00 368.65 No

For using salt and charcoal / coke as required for pipe type earthing. 1.00 171.70 No

Item No. & Description Quantity Rate Per Amount

Supplying & erecting IP 55 grade following size section pillar fabricated

from joint less M.S. Sheet with angle iron legs made from jointless

M.S. Angle with cable clamps to be buried in ground to have

appropriate erection to work uniform until erected with cement concrete

foundation and 45 cm high bricks work finishing with plaster etc.

hinged double door internally supported on both side, with internal and

outside looking arrangement with look and keys in duplicate 35 x 35 x

5 mm M.S. Angle of Two Nos. one is welded and other with nut and

bolt for erecting Bakelite sheet. Painting the Section Pillar inside and

out side with three tank powder coated paint. section pillar roof should

be without joint with water leakage proof & tested as per IP 55 test &

followed by IS 2147 of

(C) 60 X 30 X 45 cm section pillar fabricated from 16 Gauge MS

Sheet with angle iron legs 45 cm long made from 35 X 35 X 5 mm

thick MS angle. 1.00 1884.66 No

Supplying & erecting earth pit of minimum bore dia.150mm size

approved make Earthing Electrode consisting Pipe-in-Pipe Technology

as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm having 80-200 Micron galvanising,

Inner pipe dia of 25 mm having 200-250 Micron galvanising,

connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and

heavy duty cover. (A)(approved make OEM has to submit test

certificate including value of earth resistance of installation duly

stamped and signed by agency and officer Incharge has to ensure the

value of earthing resistane mentioned in test Certificate) & having back

filling compound of (B) Inner chemical (CCM Compound)- Resistivity:-

0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt

at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :-

Earthing compound should be capable to retain moisture for long time

Necessary test report

(a) For Electrical Instmust be submitted

llation by Agency.

up to 440V in normal soil Length of

pipe - 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg. 2.00 4591.46 No

Supplying & erecting approved make time switch with single pole air

break contacts suitable for 230 V.15/16A.complete with self starting

motor driven clock ‘ON’ &’ OFF’ automatic arrangement at any

predetermined time during each 24 hours,With nickel cadmium

rechargeable battery backup erected as directed. 2.00 2354.31 No

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B

curve) having 10KA breaking capacity & confirms to IS :8828 in

existing box having following capacity. (b) 40 Amp.Cat.III 1.00 638.32 No

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or

required depth for laying any size of cable or locating the fault all over

the run and back filling the same and making the surface as normal

ground. 90.00 55.55 Rmt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- PROVIDING, SUPPLYING, LOWERING, LAYING & JOINTING WORK OF PVC PIPE LINE

LOCATION :- At Ward No. 5, Ranujadham Society, Chalala.

SCHEDULE - "B-26"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing Suppluing standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water ringfit joint incl cost of rings , as per IS specification

No- 4985/1988 specials of 6Kg/sqcm. following Dia,includign cost of

conveyance store to site of work incl.cost of GST & all local taxes,

transportation, freight charges, octroi, inspection charges, loading, unloading,

cost of Conve, at store to etc. comp. as per approvel brand by Nagarpalika

Note : One collar should be supplied with each full length plain ended RCC

pipe, cost included in rates below. One rubber ring should be supplied with

each full length socketed pipe, cost included in rates below. Test Pressure

Kg/cm² 110mm Ø PVC Pipe Line 380.00 199.00 Rmt

160mm Ø PVC Pipe Line 200.00 420.00 Rmt

Providing and supplying at store or site of work incl. freight, loading, unloading,

stacking, insurance and all taxes etc. complete PVC Tee (Moulded) 110mm

PVC Tail piece with P.V. C. Flange (ISI) Heavy duty (Moulded) 110mm 4.00 320.00 No

P. V. C. Bend 900 (Moulded) Heavy 110mm 3.00 519.00 No

Excavation for pipe line trenches incl. all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mts. cleaning the site etc. complete

for lifts and strata as specified. a) In all sorts of soil and soft murrum (30%)

b) In hard murrum, boulders Incl. macadam road (50%) 203.00 135.00 Cumt

c) In soft rock and / or masonry in CM or L M or (20%) 81.20 163.00 Cumt

Providing bedding incl. ramming, watering, levelling, consolidationg etc..

Complete as per standard and instruction of engineer in charge 40.60 60.00 Cumt

Lowering, laying and jointing PVC pipes and specials of following class and

diameter includind coat of converyance from store to site of works including

cost of labour, material, cement solvent, giving satisfactory hydraulic testing as

per ISI code. 110mm Ø PVC Pipe Line 380.00 19.00 Rmt

160mm Ø PVC Pipe Line 200.00 28.00 Rmt

Refilling the pipe line trenches including ramming, watering, consolidating &

disposal of surplus stuff as directed within a radius of 3km. 357.77 22.00 Cumt

Making job connection for old pipes in connecting the pipe line with existing

main and inserted of special incl. Cost of excavation cutting of pipes,

dewatering testing refitting etc. complete incl. all jointing materials etc. comp.

(excl. cost of specials pipes and fittings) 4.00 1464.50 No

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- PROVIDING & FIXING WORK OF SAFETY RAILING

LOCATION :- Ward No.5, Hudko-2, On Bridge, Chalala

SCHEDULE - "B-27"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and fixing M.S.Grills required pattarn to wooden frames

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 2610.00 106.23 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt

and other foreign matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming paint brushing red

lead. 87.00 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including cleanicn

thesurface of all dirt, dust and other foreign matter 87.00 92.20 Sqmt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK :- PROVIDING & FIXING WORK OF SAFETY RAILING

LOCATION :- At Ward No. 6, Danev Society, Nr. Hanumanji Temple, Chalala.

SCHEDULE - "B-28"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and fixing M.S.Grills required pattarn to wooden frames

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 1562.50 106.23 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt

and other foreign matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming paint brushing red

lead. 62.50 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including cleanicn

thesurface of all dirt, dust and other foreign matter. 62.50 92.20 Sqmt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CIRCLE

LOCATION :- At Hudko 2 Chowk, Chalala.

SCHEDULE - "B-29"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto all lead and strata 3.10 627.47 Cumt

Crushed stone aggregate for machine cut hard quality (I) 40mm to 63mm size

all lead and lift 1.60 952.43 Cumt

Supplying of Stone Dust all lead and lift 0.40 617.11 Cumt

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)

(ii) 40mm to 63mm size aggreagates 1.60 262.23 Cumt

Spreading blindage or road crust filling the gaps in metal and leveling to camber

and gradient as directed.. 0.40 154.84 Cumt

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

hand broken stone aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 1.40 3095.24 Cumt

Brick work using common burnt clay building brick having crushing strength not

less than 35 Kg./Sq.cm. in foundation and plinth in cement mortar 1:5 (1 cement

: 5 fine sand) (B) Conventional 6.30 4245.09 Cumt

20mm thick sand faced cement plaster on walls 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 of C.M. 1:1 (1-cement : 1-sand) etc.

complete. 30.40 342.41 Sqmt

Providing and laying marble stone slab flooring over 20mm (average)base

of cement mortar 1:6 (1-cement : 6 coarse sand) and jointed with gray cement

slurry including rubbing and polishing complete. (A) Marble slab 25mm thick 30.40 2231.50 Sqmt

Providing & fixing M.S. grills of required pattern to wooden frames of windows

etc. with M.S. flats at required spacing and frame all-round square or round bars

with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL 339.20 160.85 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and other

foreign matter and scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead. 11.40 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter. 11.40 92.20 Sqmt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF CIRCLE

LOCATION :- At. Danev Circle, Chalala.

SCHEDULE - "B-30"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto all

lead strata 4.60 627.47 Cumt

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

machine cut stone aggregates 40mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 4.60 3095.24 Cumt

Providing and laying cement concrete 1:3:6 (1-Cement: 3-Coarse sand : 6-

crushed stone aggregates 20mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping 0.60 4152.60 Cumt

Providing and laying controlled cement concrete M.200 and curing complete

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (K) Vertical and Horizontial its upto floor two level. 0.30 4907.31 Cumt

Providing formwork of ordinary timber planking 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. (C) Vertical surface such as walls (any thickness) partitions

and the like including attached buttresses & string course & the like. 2.60 243.86 Sqmt

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 72.00 77.28 Kg

Brick work using common burnt clay building brick having crushing strength

not less than 35 Kg./Sq.cm. in foundation and plinth in cement mortar 1:5 (1

cement : 5 fine sand) (B) Conventional 5.10 4245.09 Cumt

20mm thick sand faced cement plaster on walls 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 of C.M. 1:1 (1-cement : 1-

sand) etc. complete. 31.30 342.41 Sqmt

Filling in foundation and plinth with murrum or selected soil in layers of

20cm. thickness including watering, ramming and consolidating etc.

complete. 6.80 301.77 Cumt

Providing New Plantetion for Flower tree, Decorative outdoor plants

etc.including The work including cost of all materials, labour, plantation with

expertise, tranportation, loading, unloading, all taxes etc. complete with

Three years operation and maintanance after the plantation. The work

carried out as per directed by Engineer-in-charge. Kashmiri Gulab, Red

Jasud 15.00 101.00 Nos

Parijaat 15.00 121.20 Nos

Providing and laying marble stone slab flooring over 20mm (average)base of

cement mortar 1:6 (1-cement : 6 coarse sand) and jointed with gray cement

slurry including rubbing and polishing complete. (A) Marble slab 25mm

thick 4.00 2231.50 Sqmt

Item No. & Description Quantity Rate Per Amount

Providing cement vata (10cm. x 10cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete. 9.10 24.28 Rmt

Providing & fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacing and frame all-round square

or round bars with round headed bolts and nuts or by screws. (A) Plain grill 310.30 106.23 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes fine steel wood, scrapers and

sand paper with ready mixed priming paint brushing red lead. 10.40 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter. 10.40 92.20 Sqmt

Finishing wall with weather proof exterior 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 31.30 120.26 Sqmt

Providing and Fixing Statue (Kalash) with all labour, materials and

transportation charges loading, unloading, irrection, all taxes etc. comp. as

per Direction by Engineer-in-charge. Attached Quatation (MR) (Size-4'6"

Height, Material: ISO Grade fiber Reinforce polymer (FRP), Colour: As

suggested by Engineer in charge) 1.00 186850.00 No.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF ROAD CIRCLE

LOCATION :- Sardar Circle, Near Old Nagarpalika Building, Chalala.

SCHEDULE - "B-31"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking

of useful materials and disposing off the excavated stuff upto all lead strata

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :

Machine cut stone aggregate 40mm nominal size) and curing complete

including cost of formwork in (a) Foundation and plinth 0.60 3095.24 Cumt

Providing and laying controlled cement concrete M.200 and curing complete

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of columns and Mass

concrete 0.20 4118.64 Cumt

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional 1.30 4245.09 Cumt

20mm thick sand faced cement plaster on walls up to height 10 mtrs. above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1 cement :

sand) and 8mm thick finishing coat of C.M. 1:1 (1 cement : 1 sand) etc.

complete with interior plastering above floor two level for every additional

storey hight (2) Two coat plaster 5.10 342.41 Sqmt

Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x

mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on

mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white

cement slurry. 8.40 1488.23 Sqmt

Providing & fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacing and frame all-round square

or round bars with round headed bolts and nuts or by screws. (B)

ORNAMENTAL GRILL 150.00 160.85 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes fine steel wood, scrapers and

sand paper with ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter. 12.00 92.20 Sqmt

Providing and Fixing Statue (Sardar Vallabbhi Patel) with all labour, materials

and transportation charges loading, unloading, irrection, all taxes etc. comp.

as per Direction by Engineer-in-charge. 1.00 151500.00 No.

Supplying and erecting approved make Octagonal 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,

Item No. & Description Quantity Rate Per Amount

stud type terminal and arrangement for cable termination to be erected With

Suitable foundation (Included) as per details given by manufacturer

considering site requirement. (H) 9 Mtr. Long 70 mm Top X 155 mm

bottom dia, 3 mm thickness with 260mmX260mmX16mm base plate, 4-

M24 Bolts and 750mm long with necessary G.I. J Bolts .Approx Pole

weight 97 kg 1.00 15705.50 No.

Providing and erecting Street Light pole bracket 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. [D] Four Arm Bracket 1.5 Mtr

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 5700K, Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt LED driver efficiency > 85% as

per approved vender list make. (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) Street Light (IP-65), Surge

protection -4KV integral and ,Light must have 440VAC line supply with

over-voltage protection.(iii) Above 60 to 90 watts Cat-lll 4.00 5976.17 No.

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally supported on

both side, with internal and outside looking arrangement with look and keys

in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other

with nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside

and out side with three tank powder coated paint. section pillar roof should

be without joint with water leakage proof & tested as per IP 55 test & followed

by IS 2147 of 1962 (C) 60 X 30 X 45 cm section pillar fabricated from

Gauge MS Sheet with angle iron legs 45 cm long made from 35 X 35 X

mm thick MS angle. 1.00 1884.66 Ea

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven

clock ‘ON’ &’ OFF’ automatic arrangement at any predetermined time during

each 24 hours,With nickel cadmium rechargeable battery backup erected as

directed. (B) 2 pole 250V 32 Amp. 1.00 2354.31 Ea

Supplying & erecting power contactor, AC3 duty for time switch complete

erected as per direction (B) 2 pole 250V 32 Amp. Cat III 1.00 1903.85 Ea

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 1.00 77.77 Kg

Providing and erecting Pipe type earthing having 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 earth wire. 1.00 368.65 Ea

Item No. & Description Quantity Rate Per Amount

For using salt and charcoal / coke as required for pipe type earthing. 1.00 171.70 Ea

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe

dia of 80mm having 80-200 Micron galvanising, Inner pipe dia of 40mm

having 200-250 Micron galvanising, connection terminal dia of 14 mm with

constant ohmic value surrounded by highly conductive compound with high

charge dissipation suitable for following type of applications with chamber

and heavy duty cover (A)(approved make OEM has to submit test certificate

including value of earth resistance of installation duly stamped and signed by

agency and officer Incharge has to ensure the value of earthing resistane

mentioned in test Certificate) & having back filling compound of (B) Inner

chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC

62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:-

<2%(C) Back fill Compound :- Earthing compound should be capable to

retain moisture for long time Necessary test report must be submitted by

Agency. [A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Back filling compound -1 Nos. of Bag of 15 Kgs.

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed 10.00 46.46 Mtr

providing and erecting Miniature circuit breaker 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 1.00 270.68 Ea

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp. Cat.III 1.00 638.32 No.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of cables (A) 4 core

Sq. mm 22.00 117.16 Mtr

Providing & laying approved make Double walled 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 21.00 62.62 Mtr

Making trench in soft soil of suitable width of 90 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. 20.00 55.55 Mtr

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF ROAD CIRCLE

LOCATION :- Jalaram Chowk, Near Shakmarket, Chalala.

SCHEDULE - "B-32"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto all lead strata 1.50 122.93 Cumt

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :

Machine cut stone aggregate 40mm nominal size) and curing complete

including cost of formwork in (a) Foundation and plinth 0.60 3095.24 Cumt

Providing and laying controlled cement concrete M.200 and curing complete

including the cost of formwork but excluding reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of columns and Mass

concrete. 0.20 4118.64 Cumt

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional 1.30 4245.09 Cumt

20mm thick sand faced cement plaster on walls up to height 10 mtrs. above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1 cement :

sand) and 8mm thick finishing coat of C.M. 1:1 (1 cement : 1 sand) etc.

complete with interior plastering above floor two level for every additional storey

hight (2) Two coat plaster 5.10 342.41 Sqmt

Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 mm

/ 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm.

thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement

slurry. 8.40 1488.23 Sqmt

Providing & fixing M.S. grills of required pattern to wooden frames of windows

etc. with M.S. flats at required spacing and frame all-round square or round bars

with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL 150.00 160.85 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and other

foreign matter and scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead. 12.00 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter. 12.00 92.20 Sqmt

Supplying and erecting approved make Octagonal 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 requirement.

(H) 9 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness with

260mmX260mmX16mm base plate, 4-M24 Bolts and 750mm long with

necessary G.I. J Bolts .Approx Pole weight 97 kg 1.00 15705.50 No.

Item No. & Description Quantity Rate Per Amount

Providing and erecting Street Light pole bracket 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. [D] Four Arm Bracket 1.5 Mtr 1.00 1658.42 No.

Supplying and erecting LED street light / Flood 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 0.95, THD < 10 %, CCT 3000 K to 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) Street Light (IP-65), Surge

protection -4KV integral and ,Light must have 440VAC line supply with over-

voltage protection.(iii) Above 60 to 90 watts Cat-lll 4.00 5976.17 No.

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally supported on both

side, with internal and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with

nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside and

out side with three tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per IP 55 test & followed by IS

2147 of 1962 (C) 60 X 30 X 45 cm section pillar fabricated from 16 Gauge

MS Sheet with angle iron legs 45 cm long made from 35 X 35 X 5 mm thick

MS angle. 1.00 1884.66 Ea

Supplying & erecting approved make time switch with single pole air break

contacts suitable for 230 V.15/16A.complete with self starting motor driven clock

‘ON’ &’ OFF’ automatic arrangement at any predetermined time during each

hours,With nickel cadmium rechargeable battery backup erected as directed.

Supplying & erecting power contactor ,AC3 duty for time switch complete

erected as per direction (B) 2 pole 250V 32 Amp. Cat III 1.00 1903.85 Ea

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 1.00 77.77 Kg

Providing and erecting Pipe type earthing having 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 earth wire. 1.00 368.65 Ea

For using salt and charcoal / coke as required for pipe type earthing. 1.00 171.70 Ea

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia

of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having

200-250 Micron galvanising, connection terminal dia of 14 mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy

Item No. & Description Quantity Rate Per Amount

(A) (approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer

Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- < 2% (C) Back

fill Compound :- Earthing compound should be capable to retain moisture for

long time Necessary test report must be submitted by Agency. [A] For

electrical installation up to 440 V Length of Pipe - 1 Mtr Back filling

compound - 1 Nos. of Bag of 15 Kgs. 1.00 4591.46 No.

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed 10.00 46.46 Mtr

providing and erecting Miniature circuit breaker 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 1.00 270.68 Ea

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve)

having 10KA breaking capacity & confirms to IS :8828 in existing box having

following capacity (b) 40 Amp. Cat.III 1.00 638.32 No.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench / pipe of following size of cables (A) 4 core 4 Sq. mm 22.00 117.16 Mtr

Providing & laying approved make Double walled 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 21.00 62.62 Mtr

Making trench in soft soil of suitable width of 90 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. 20.00 55.55 Mtr

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF SNANAH GRUH

LOCATION :- At Ward No. 5, Khambha Road, Nr. Pumping Station, Chalala.

SCHEDULE - "B-33"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out and stacking

of useful materials and disposing of the excavated stuff up to all lead and strata

Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand :6

Machine cut stone aggregate 40mm nominal size and curing complete including

cost of formwork in (a) Foundation and plinth 2.50 3095.24 Cumt

(i) Uncoursed rubble masonary with hard stone of approved quality in foundation

and plinth in cement mortar 1:6 (1 cement, :6 coarse sand) Including levelling

up etc.complete 17.30 2586.61 Cumt

Providing and laying cement concrete 1:3:6 (1-Cement: 3-Coarse sand: 6-

crushed stone aggregates 20mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping 3.00 4152.60 Cumt

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand

: 4- graded stone aggregates 20 mm nominal size) and finishing smooth

with,curing etc. complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C work in (A) BEAMS: (i) Having cross-sectional

area 0.05 to 0.08 Sq.M 0.60 8593.79 Cumt

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering. 4.40 136.91 Cumt

Filling in plinth with sand under floors including watering ramming, consolidating

and dressing complete 1.50 481.80 Cumt

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20mm nominal size) and curing complete including

cost of formwork in (A) Foundation and Plinth 1.30 3805.28 Cumt

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional 16.30 4245.09 Cumt

(ii) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -

coarse sand ) in foundation and plinth (B) Conventional 15.50 618.78 Sqmt

Providing and laying ordinary cement concrete 1:2:4 (1 cement:2 coarse sand

4graded stone aggregate 20mm nominal size) and finishing and smooth with

curing etc. complete including the cost of form work but excluding the cost of

reinforcement for R.C.C. work in (iii) Slab having more than 10 Cm.and up to

13 Cm. thickness. 3.80 6888.15 Cumt

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand

: 4- graded stone aggregates 20mm nominal size) for R.C.C lintel including

finishing smooth with,curing etc. complete including the cost of formwork but

excluding the cost of reinforcement. 0.70 8518.14 Cumt

Item No. & Description Quantity Rate Per Amount

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 614.00 77.28 Kg

Providing up to floor two level precast cement concrete jali or grill 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size)

reinforced with 1.6mm dia mils steel wire including roughening, cleaning, fixing

and finishing in cement mortar 1:3 and curing etc. complete. (D) 75mm thick 3.30 810.17 Sqmt

Providing 15 mm thick cement plaster single coat on brick / concrete wall for

interior plastering up to floor two level finished even and smooth in (i) Cement

mortar 1:4 (1 cement : 4 sand) 104.90 172.04 Sqmt

20mm thick sand faced cement plaster on walls up to height 10meter above

ground level consisting of 12mm thick backing coat of cement Mortar 1:3 (1

cement :3 Sand) and 8mm thick finishing coat of cement Mortar 1:1 (1 cement

:1 Sand) etc. complete 107.60 342.41 Sqmt

Providing and laying colour digital glazed tiles 6mm thick in flooring treads of

steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white cement. 15.90 868.55 Sqmt

Providing and fixing 50mm internal or external angles of glazed tiles 6.30 102.72 Rmt

Providing and laying colour digital glazed tiles 6mm thick in skrting risers of

steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand)

and jointed with white cement slurry 56.90 900.29 Sqmt

Wall painting ( two coats) with plastic emulsion paint of approved brand and

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth. 48.00 82.85 Sqmt

Finishing Wall with wether proof Exterior Emulsion paint on Wall Surface ( Two

Coats) to give an reuired shape even shade after thoroguhly brushing the

surface to remove all dirt, and remains of loose powdered materials of loose

powdered materials Etc. complete 107.60 120.26 Sqmt

Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of

required capacity each with all necessary fittings and connection etc. complete

on terrace. 2000.00 3.95 Ltr

Providing, laying and jointing in true line and 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 materials. 40.00 876.90 Rmt

Providing and fixing to wall ceilling and floor 6.0 Kgf/cm2 working pressure

polythelene pipes of the following outside dia low density complete plete with

special flange compression type fittings, wall clips etc. including making good

the wall ceilling and floor [B] 25mm 40.00 106.56 Rmt

Providing and fixing Gun metal check or non-return full-way wheel value [C]

Copper metal (i) 25mm dia 2.00 420.63 Each

Providing and fixing screw down bib taps of following size. (A) Brass screw

down bib tap polished bright. 15mm Dia. 6.00 186.83 Each

Item No. & Description Quantity Rate Per Amount

Providing and fixing cast iron (Spun) Nahni trap of the following nominal

diameter of self cleaning design with C.I. screaed down or higned grating

including cost of cutting and making good the walls and floor 100mm inlet and

50mm outlet.(C) 100mm dia. 6.00 636.38 Each

Providing and fixing 35mm thick factory made moulded door shuter consisting

of solid core single leaf flush door of 30mm thickness, lipped with 15mm (5mm

x 3) thick x 30mm width on one stiles and top rail and 10mm (5mm x 2) thick x

30mm width on the other stiles and bottom rails. The inner panel laminated with

2mm thick termite proof, water proof and fire resistant moulded PVC sheet with

2,4,6 raised panel design in different plain and /or prelim colours on one side

after routing the moulded design on flush door and 2mm plain and/or prelim

PVC sheet on other side using rubber adhesive on flush door and solvent

cement adhesive on the PVC liping etc. complete as per direction of Engineer in

charge, manufacture’s specification and drawing. 13.30 2152.31 Sqmt

Providing and fixing G.I. Rain water Spout of 50MM dia and 30Cm. Length 4.00 101.90 Each

Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (Green)

both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper

wires, in following type of pipe to be erected concealed in/ on surface on

wall/ceiling complete with 6A Modular type switch/bell push & accessories and

earth continuity of following type, erected on PVC/Metallic box, single mounting

base frame covered with textured/metallic front plate modules erected on/in

wall/ceiling as per pipe erected, with necessary Lamp holder/ceiling rose/

H.D.Connector as directed. (a) with medium class Rigid PVC pipe and

accessories (Cat. I- Anchor, SG, Elleys) 10.00 375.72 No.

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- PROVIDING, LOWERING, LYING & JOINTING WORK OF STORM WATER LINE ALSO

PROVIDING & FIXING WORK OF SAFETY RAILING

LOCATION :- Ward No.6, Nr. Danev School Bridge, Chalala.

SCHEDULE - "B-34"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and supplying ISI Standard R.C.C. pipes in standard lengths of

following class and diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking etc.

complete. (IS - 458/ 1989) Note : One collar should be supplied with each full

length plain ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost included in rates

below. 10.1 (D) Class NP-3 Test Pressure 0.7 kg/Sqcm. 600mm dia 50.00 1946.00 Rmt

Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonary in C. M.

1:5 and outsice plastering in C. M. 1:3 necessary 100mm 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

desing comp. as per latest CPHEEO manual (incl. excavation) a) Manhole

type 'A' - Circular, having inside diameter of 1200mm for depth up to

1.50m (For 150 mm to 500mm dia. sewers). 3.00 12179.00 No

Providing and constructing rectangular brick masonary chamber for house

connection as per type design in brick masonary 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 incl.

excavation. 1.00 7922.00 No

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 Flate, curring mold work etc. Heavy Duty Frame Suitable for 50cm

opening of MH 3.00 1121.00 No

Cover Suitable for 50cm opening of MH 3.00 1173.00 No

House Connection chamber light duty Frame 1.00 813.00 No

Cover 1.00 920.00 No

Excavation for pipe line trenches incl. all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mts. cleaning the site etc. complete

for lifts and strata as specified. # 0.00 to 1.50m 600mm dia a) In all sorts of

soil and soft murrum (20%) 21.72 89.00 Cumt

b) In hard murrum, boulders Incl. macadam road (50%) 54.30 135.00 Cumt

c) In soft rock and / or masonry in CM or L M or (30%) 32.58 163.00 Cumt

Providing bedding incl. ramming, watering, levelling, consolidationg etc..

Complete as per standard and instruction of engineer in charge As above with

selected excavated earth available near site 6.00 60.00 Cumt

Lowering, laying and jointing R. C. C. pipes with gasket joint of following

diameters in proper position, grade and alignment as directed by Engineer-in-

Item No. & Description Quantity Rate Per Amount

including conveyance from stores to site of work, labour, giving hydraulic

testing as per ISI code, etc complete including cost of jointing materials.

R.C.C. NP-3 600mm dia 50.00 228.00 Rmt

Refilling the pipe line trenches including ramming, watering, consolidating &

disposal of surplus stuff as directed within a radius of 3km. Refilling as

directed 79.75 22.00 Cumt

Providing and fixing M.S.Grills required pattarn to wooden frames 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 2812.50 106.23 Kg

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and other

foreign matter and scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead. 112.50 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn thesurface of all dirt,

dust and other foreign matter. 112.50 92.20 Sqmt

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer

DESIGN POINT Chalala Nagarpalika

Chief Officer President

Chalala Nagarpalika Chalala Nagarpalika

Chalala Chalala

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- PROVIDING & FIXING WORK OF CCTV CAMERA SYSTEM

LOCATION :- At Various Location In Chalala, Chalala

SCHEDULE - "B-35"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and fixing work of CP PLUS CP-UNC-TA61L3C-LQ-0360 6MP

BULLET as per attached detailed specification. Including the cost of all

taxes and Transportation charges and three year warranty on place 60.00 5127.06 No

Providing and fixing work of GIGA POE 4+2+2 SFP GIGA SWITCH

Including the cost of all taxes and Transportation charges and three year

warranty on place 30.00 2666.19 No

Providing and fixing work of CP UNR 4K 64 CH 4 SATA NVR as per

attached detailed specification. Including the cost of all taxes and

Transportation charges and three year warranty on place 2.00 45783.80 No

CCTV CAMERA HOUSING CORRUGATED WITH INSTALLATION 60.00 1669.02 No

POE OUT DOOR PLASTIK RACK WITH INSTALLATION 15.00 1840.22 No

Providing and Fixing work of HDD TOSHIBA 6tb SURVELLANCE as per

attached detailed specification. Including the cost of all taxes and

Transportation charges and three year warranty on place 6.00 21967.50 No

Providing and fixing work of SFP PON MODULE Including the cost of all

taxes and Transportation charges and three year warranty on place 60.00 1969.50 Rmt

Providing and fixing work of SFP SWITCH 4 PORT Including the cost of

all taxes and Transportation charges and three year warranty on place 12.00 6049.90 No

Providing and fixing work of FRP 4 CORE FIBER CABLE WITH LAYING

CHARGES as per attached detailed specification. Including the cost of all

taxes and Transportation charges and three year warranty on place 16000.00 25.25 Mtr

Providing and fixing work of ZEB HDMI CABAL 3 MTR 4K as per attached

detailed specification. Including the cost of all taxes and Transportation

charges and three year warranty on place 2.00 1241.08 No

Providing and fixing work of D-Link 8 Port Lan Switch as per attached

detailed specification. Including the cost of all taxes and Transportation

charges and three year warranty on place 2.00 2353.80 No

SERVICE CABLE FOR ELE SUPPLY 2.5 MM AL CABLE TWEEN 200.00 24.84 No

Providing and Supplying work of TV 43" SMART LED WITH FITTING as

per attached detailed specification. Including the cost of all taxes and

Transportation charges and three year warranty on place 1.00 22639.45 Set

RACK 4 U 600 X 600 WITH FEETING 2.00 5563.58 No

CAT 6 OUTDOOE DOUBBLE COATED CABLE WITH LAYING as per

attached detailed specification. Including the cost of all taxes and

Transportation charges and three year warranty on place 400.00 115.20 No

Total Amount Rs..........

Total Amount Rs..........

Stamp with Signature of Contractor

Cons. Engineer Engineer Chief Officer President

DESIGN POINT Chalala Nagarpalika Chalala Nagarpalika Chalala Nagarpalika

Amreli Chalala Chalala Sche B35-2

CHALALA NAGARPALIKA - CHALALA

SCHEME:- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26

NAME OF WORK:- CONSTRUCTION WORK OF ELECTRIC ROOM

LOCATION :- At Rokadiya Water Works, Chalala.

SCHEDULE - "B-36"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out and stacking

of useful materials and disposing of the excavated stuff up to all lead and streta

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :

machine cut stone aggregate 40mm nominal size ) and curring complete

including cost of formwork in (a) Foundation and plinth 1.10 3095.24 Cumt

(i) Uncoursed rubble masonary with hard stone of approved quality in foundation

and plinth in cement mortar 1:5 (1 cement, :5 coarse sand) Including levelling

up etc.complete 10.40 2628.90 Cumt

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6-

crushed stone aggregates 20mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping 1.00 4152.60 Cumt

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering. 2.70 136.91 Cumt

Filling in plinth with sand under floors including watering ramming, consolidating

and dressing complete 0.80 481.80 Cumt

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20mm nominal size) and curing complete including

cost of formwork in (A) Foundation and Plinth 0.80 3805.28 Cumt

Brick work using common burnt clay building brick having crushing strength not

less than 35 Kg/Sqcm. in foundation and plinth in cement mortar 1:5 (1 cement :

5 fine sand) (B) Conventional 8.60 4245.09 Cumt

Providing and laying ordinary cement concrete 1:2:4 (1 cement :2 coarse sand

graded stone aggregate20mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding the cost of

reinforcment for R.C.C. work in (iii) Slab having more than 10 cm. and up to

13 cm. thickness 1.60 6888.15 Cumt

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand

: 4- graded stone aggregates 20 mm nominal size) for R.C.C lintel including

finishing smooth with,curing etc. complete including the cost of formwork but

excluding the cost of reinforcement. 0.50 8518.14 Cumt

Providing and laying cement concrete 1:2:4 (1- cement : 2- coarse sand : 4-

graded stone aggregates 20 mm. Nominal size) for reinforced concrete chajjas

not exceeding 10 cm. thickness up to floor two level including finishing the

exposed surfaces with cement mortar 1:3 (1cement :3 fine sand) to give a

smooth surface centring and form work and curing complete excluding cost of

reinforcement. 0.11 6693.29 Cumt

Providing 15 mm thick cement plaster single coat on brick / concrete wall for

interior plastering up to floor two level finished even and smooth in (i) Cement

mortar 1:3 (1 cement : 3 sand) 43.25 195.42 Sqmt

Item No. & Description Quantity Rate Per Amount

20mm thick sand faced cement plaster on walls up to height 10meter above

ground level consisting of 12mm thick backing coat of cement Mortar 1:3 (1

cement :3 Sand) and 8mm thick finishing coat of cement Mortar 1:1 (1 cement

:1 Sand) etc. complete 62.06 342.41 Sqmt

Providing and laying colour digital glzed tiles 6mm thick in skirting, riser of steps

and dedo on 10mm thick cement plaster 1:3 (1 cement :3 coarse sand) pointing

in white cement and jointed with white cement slurry 1.03 900.29 Sqmt

Providing and laying colour digital glazed tiles 6mm thick in flooring, trade of

steps and landing laid on a Bed of 12mm thick cement plaster 1:3 (1 cement :3

coarse sand) finishing with flush pointing in white cement 10.18 868.55 Sqmt

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level 232.61 77.28 Kg

Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of

required capacity each with all necessary fittings and connection etc. complete

on terrace. 1000.00 3.95 Litre

Wall painting ( two coats) with plastic emulsion paint of approved brand and

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth. 32.35 82.85 Sqmt

Finishing Wall with wether proof Exterior Emulsion paint on Wall Surface ( Two

Coats) to give an reuired shape even shade after thoroguhly brushing the

surface to remove all dirt, and remains of loose powdered materials of loose

powdered materials Etc. complete 62.06 120.26 Sqmt

Providing and fixing G.I. Rain water Spout of 50MM dia and 30Cm. Length 4.00 101.90 Each

Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (Green)

both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper

wires, in following type of pipe to be erected concealed in/ on surface on

wall/ceiling complete with 6A Modular type switch/bell push & accessories and

earth continuity of following type, erected on PVC/Metallic box, single mounting

base frame covered with textured/metallic front plate modules erected on/in

wall/ceiling as per pipe erected, with necessary Lamp holder/ceiling rose/

H.D.Connector as directed. (a) with medium class Rigid PVC pipe and

accessories (Cat. I- Anchor, SG, Elleys) 10.00 375.72 Pt.

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness

and size of 19mm x 19mm for stiles and 15mm x 15 mm for top and bottom

rails. M.S. frame shall have a coat of steel primers of approved make and

manufacture, M.S. frame shall be covered with 5 mm thick heat moulded PVC

‘C’ channel of size 30 x 50 mm forming stiles, and 5mm thick 75mm wide PVC

sheets for top rail, lock rail and bottom rail on either side, and 10mm (5mm x 2)

thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail,

Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading

on eighter side, and joined together with solvent cement adhesive,. An

additional 5mm thick PVC strip of 20mm width is to be stculk on the interior side

of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per

direction of Engineer in charge, manufacture’s specification and drawing. 5.12 1146.37 Sqmt

Providing and fixing window having extruded aluminum Colour anodized