Construction Work Of ESR, DI Pipeline, UG Water Tank, Water Room, Stand Post, Bore, MS Grill, Shed, Timber Store, Vegetable Market, Box Culvert, CC Road, Peving Block Flooring, Ramp, Sign Board, Aanganvadi, Compound Wall, Gutter, Rain Basera, Toilet Block, Snanagruh, Panel Room, EOT Crane, Urinal Block And LED Steet Light, As per various Location Chart. At, Manavadar, Dist.: Junagadh Under SJMMSVY (UDP-88) Year-2025-26, 15(Percentage) Vivekadhin Grant (Year-2025-26) And National Festival Grant (26 January 2024)

NAME OF WORK:- CONSTRUCTION WORK OF ESR, DI PIPELINE, UG TANK, WATER ROOM, STAND

POST, BORE, MS GRILL, SHED, TIMBER STORE, VEGETABLE MARKET, BOX CULVERT, CC ROAD,

PEVING BLOCK FLOORING, RAMP, SIGN BOARD, AANGANVADI, COMPOUND WALL, GUTTER,

RAIN BASERA, TOILET BLOCK, SNANAGRUH, PANEL ROOM, EOT CRANE, URINAL BLOCK AND

LED STEET LIGHT, AS PER VARIOUS LOCATION CHART. AT, MANAVADAR

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

45 Schedule - "B"- 45

46 Schedule - "B"- 46

47 Schedule - "B"- 47

48 Schedule - "B"- 48

49 Schedule - "B"- 49

50 Schedule - "B"- 50

51 Schedule - "B"- 51

52 Schedule - "B"- 52

53 Schedule - "B"- 53

54 Schedule - "B"- 54

55 Schedule - "B"- 55

56 Schedule - "B"- 56

57 Schedule - "B"- 57

58 Schedule - "B"- 58

59 Schedule - "B"- 59

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

Estimated Amount Estimated Amount

Put to Tender Rs. 4,37,81,840=00 Put to Tender Rs. 4,37,81,840=00

Total Rs. Total Rs.

(In Words (In Words

Signature of the Contractor

Consl. Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- Construction Work Of ESR At Station Plot Area 2.5Lakh Ltr Capacity 12mt Hight

LOCATION : Ward No. 6, Station Plot Headwork, At. Manavadar

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Designing structurally (and aesthetically) complying provisions of relevant

Indian standards and constructing RCC Elevated service Reservoir of the

following capacity and height , using data of S.B.C of proposed site

Seismic zone, Wind speed Zone. Including

(1) Container shape any suitable type(or as specified),

(2) Staging consisting of column brace trestle / shaft / combination column-

brace trestle and shaft as appropriate(or as specified) and

(3) Appropriate foundation system. This includes excavation in all types of

soil strata(including hard rock ), casting100 mm thick P.C.C. levelling

course in M-10 , Refilling the pit with proper soil and disposing of the

surplus stuff within a lead of 50 meters.

(4) This will also include cement plaster in CM 1:2 with approved water

proofing compound to inside face of container.

(5) All types of labour & material charges of lowering , laying, erecting /

hoisting & joining of pipe assembly of Inlet, Outlet overflow, washout and

bye pass arrangement as per hydraulic design are including.

(6) Providing and fixing accessories(specified) like MS / GI Ladder CI

Manhole frame and covers, water level indicator , lightening conductor, GI

Pipe railing around walk way, at roof level, at gallery and around landing

of inside shaft, Adequate cowl type ventilators or lantern type ventilator with

stainless steel jali.

(7) Scope of work includes constructing RCC spiral staircase with

adequate tie beams ,staircase footing ,B.B. Masonry chambers for valves.

ventilating shaft and ventilators as well as door in shaft.

(8) including providing and applying three coats of cement paint /

snowcem (as specified) to the whole structure.

(9) It also includes satisfactory water tightness test as per relevant I.S.

Code and painting name of scheme & capacity on the tank as per direction

of engineer in charge.

List of Indian Standards for design of ESR:

Note: The structural design of ESR shall be in accordance with provisions

of relevant Indian Standards

(1) I.S. 3370 part I & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest revised

(2) IS 456-2000 or latest revised

(3) IS 11682- 1985 or latest revised

(4) IS 1893-2002 part I to V or latest revised

(5) IS 13920-1993, or latest revised

(6) IS 875 part I to III,1987 or latest revised

(7) IS 11089- 1987 or latest revised

General specifications:

(1) The Min. concrete grade for RCC shall be M :30. Proportion of

concrete ingredients shall be as per Mix design using weigh batching.

(2) HYSD( Fe 415)or higher grade reinforcing bars confirming to IS 1786 /

1139 or CRS / TMT bars shall be used as per detailed specification.

(3) In case of column –brace trestle type staging having more than

columns internal horizontal bracing is obligatory. One bracing shall be at

foundation level in case of Individual footings .

(4) Min. size/ thickness of various components shall be provided as per

design criteria/specifications ( or as per std. practice ) .

(5) Minimum dimensions specified for various components in tender data

/specifications shall be provided without fail.

(6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be

referred from SBC test report or tender datasheet. If poor soil strata is met

with or ground water table is met with ,the SBC shall have to be re

ascertained scientifically and the design shall be revised.

(7) Maximum spacing between horizontal bracings shall be 5 m(storey

(8) The BB Masonry cabin with MS door shall be constructed when spiral

staircase is outside the staging.

(9) M.S. ladder shall be provided and fixed for access to roof when height

of roof from G.L. is up to 10 m. For ESR having more than 10 m height

RCC .spiral staircase or suitable RC staircase shall be constructed

(10) For ESR-having staging height more than 15 m the spiral staircase

shall be provided inside the staging with effective tie beams in more than

(11) Water level indictor shall be provided and fixed float type /electronic

(as specified ).

(12) The rate shall include providing and fixing pipes, specials, and valves

required for inlet, outlet , wash out, over flow and bye pass arrangement.

The scope of work includes constructing supporting RC pillars, erecting,

laying ,fixing and joining pipes and specials etc up to 5m length from face

of staging (outer most column).

(13) CI pipes & specials shall only be used .

(14) The rate shall include cost of dewatering during execution making all

arrangement and any dewatering technique.

(15) The structure shall be designed properly for uplift due to Ground water

table specified in data or GWT met with during execution. No extra shall be

(16) Effective curing shall be carried out as per specifications.

(17) Agency shall engage qualified (at least graduate)consulting engineer

for designing the structure and he/she shall visit the site for guidance of

work at least 3 times .

(18) 75 % part rate shall be payable for Concrete, Reinforcement and

Plastering items of container until satisfactory hydraulic testing for water

tightness is performed as per tender condition . Till then the work shall be

treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 17 are part & parcel

of tender (contract)

Up to staging height (L.S.L.) 12m from G.L. and S.B.C.10)

Capacity of ESRs (shell type container like cylindrical, conical, intze, folded

plates & its combination) 1.00 3507426.54 No

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- 200MM DIA. D.I. INLET & OUTLET PIPE LINE FOR WARD NO-6 STATION PLOT ESR

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and supplying D. I. pipes for following nominal bore diameter

with internal cement mortar lining including all taxes, insurance,

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

unloading, conveyance to departmental stores, stacking etc. complete. (IS

200MM DIA INLET & OUTLET PIPE LINE

Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot

bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-

A series K12 suitable for use with D.I. Pipes manufactured as per

IS:8329/1994delivery of specials is to be made to GWSSB store or site of

works any where in Gujarat including all taxes, loading, unloading, carting,

stacking, insurance, inspection charges, octroi etc. complete.

Socket & Spigot Type 80 to 300mm dia

Providing and supplying C. I. Temper proof Air valves with SS 304 Float

gun metal- nozzle of approved make & quality of following class and

diameter including all taxes, insurance,transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

With isolating Sluice Valve P.N.1.0

50 mm dia Air valve 1.00 11221.00 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.

Upto 1.5 mt depth

In all sorts of soil and soft murrum 12.00 102.35 Cumt

In Hard murrum 4.00 155.25 Cumt

In soft rock 8.00 187.45 Cumt

In Hard rock 16.00 427.80 Cumt

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton

joints / Mortar lined D. I. Pipes of various classes with CI / MS specials of

following diameters in proper position, grade and alignment as directed by

Engineer-in-charge including hydraulic testing etc. comp.

'200MM DIA INLET & OUTLET PIPE LINE

Erection of airvalve riser by installing new M.S pipe of 6mm thick and

3.2mt length with necessary fittings such as flange of appropriate size,nut

bolts and embeded the pipe in R CC M;15 with offset of 10 cm around

pipe with necessary steel etc complete

'50 mm dia Air valve 1.00 3578.80 No

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 40.00 25.30 Cumt

Providing bedding incl. ramming, watering, consolidating etc. complete.

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 Exi. all jointing materials

etc. comp. 2.00 3100.00 No

Providing and supplying ISI mark CI D/F Sluice valves , butterfly valves &

Reflux valves of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

Sluice Valve class-I tested to 20 kg/cm2for body & 10 kg/cm2 for seat,

with hand wheel valve P.N.

200 mm dia Sluice valve/Scoure Valve

Lowering, laying and jointing in position following C. I. / D/F Reflux valves,

Butterfly valves, Sluice valves and Air valves including cost of all labour,

jointing material, including nut bolts and giving satisfactory hydraulic

testing, etc. complete (Rate for all calss of valves) with complete job

connection work if any

Sluice Valve class-I tested to 20 kg/cm2for body & 10 kg/cm2 for seat,

with hand wheel valve P.N.

200 mm dia Sluice valve/Scoure Valve

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF UNDER GROUND WATER TANK

LOCATION : In Smashan, At. Manavadar.

SCHEDULE - "B-3"

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. (B) Dense or

Hard soil 42.14 157.16 Cumt.

Excavation for foundation depth from 1.5 mt. to 3.00 Mt. depth including sorting out

and stacking of useful materials and disposing of the excavated stuff up to all lead.

(C) Hard Murrum 22.47 287.21 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers including formwork, vibrating, ramming and

curing complete. 2.65 3345.58 Cumt.

Providing & Laying controlled cement concrete M-200 for R.C.C Raft and cut-off walls

including necessary shutering laying,vibrating,ramming and curing complete. 2.28 4620.45 Cumt.

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

slab including centering, scaffolding curing and finishing complete. 1.63 5352.01 Cumt.

Providing and laying controlled cement concrete M.200 and curing complete

Including the cost of formwork and reinforcement for reinforced concrete work in (K)

Vertical and Horizontial its upto floor two level.

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

and placing in position complete upto floor two level G.F.

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

foundations etc. in layers not exceeding 20cm. in depth consolidating each disposited

layer by ramming and watering. 37.90 136.92 Cumt.

Providing 15 mm thick cement plaster in single coat on fair side brick/concrete wall for

interior plastering up to floor two level finished even and smooth in with Floating coat

of neat cement. (i) cement Mortar 1:3 (1 cement : 3 Sand) 33.00 246.05 Sqmt.

20 MM thick sand faced cement plaster on walls upto height 10meters above ground

level consisting of 12 MM 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 3.04 342.41 Sqmt.

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less

than 35Kg. 1.00 958.17 Nos

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WATER ROOM

LOCATION : Smashan, At Manavadar

SCHEDULE - "B-4"

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. (B) Dense or Hard soil 21.95 157.16 Cumt.

Excavation for foundation depth from 1.5 mt. to 3.00 Mt. depth including

sorting out and stacking of useful materials and disposing of the excavated

stuff up to all lead. (C) Hard Murrum 4.50 287.21 Cumt.

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 10.19 3253.21 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in (A) Foundation footing base of column and

mass concrete 2.73 4682.36 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and exluding the cost of reinforcement for

reinforced concrete work in Beam (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. Plinth Beam 0.94 6445.82 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Lintel (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Column (D) Columns, Pillars posts and struts

upto floor two level G.F. 0.81 9181.91 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Slab (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F.

Providing and laying 1:3:6 (cement :3 Course sand :6 crushed stone

aggregate 20 nominal size) and curing complete including cost of form work

in (A) Wall caps/copping 0.25 4152.60 Cumt.

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

bending, binding and placing in position complete upto floor two level G.F.

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.

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

cm. thickness including watering, ramming and consolidating etc.

completed. 2.69 301.78 Cumt.

White Stone Bela mesonry block in course in Foundation and plinth with

stone of approved quality in cement Mortar 1:5 (1Cement :5- course sand)

including packing the joints etc. complete. 2.82 6157.98 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 3.35 6507.95 Cumt.

Providing 15 mm thick cement plaster in single coat on fair side

brick/concrete wall for interior plastering up to floor two level finished even

and smooth in with Floating coat of neat cement. (i) cement Mortar 1:3 (1

cement : 3 Sand) 14.63 246.05 Sqmt.

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand) Extra over items 58 to 64 for finishing

with a floating coat of neat cement slurry. 21.15 194.94 Sqmt.

20 MM thick sand faced cement plaster on walls upto height 10meters

above ground level consisting of 12 MM 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. 35.91 342.41 Sqmt.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base

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

existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for light shade. 8.82 1264.41 Sqmt.

Providing and laying Black Granite stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M.

1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with gray cement

slurry including rubbing and polishing complete. (A) Granite slab 18mm

thick 19.60 2992.63 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. 14.70 1488.24 Sqmt.

Providing and laying broken China Mosaic Flooring for Terrace using 12mm

to 20mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to

plain or slope and to be tempered to bring mortar crème out upto surface

using white cement including rounding off junctions and extending them up

to 15cm. along the wall, clearing with water and oxalic acid etc. as directed.

Providing and mixing Dr. Fixit water proofing material in cement concrete in

mix proportion recommended b the manufacturers. 1.97 49.16 Lit/Kg.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

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. 3.83 92.20 Sqmt.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal diameter of self cleansing design

with C.I scread down or hinged grating including the cost of cutting and

making good the walls. 1.00 586.27 No.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

standard weight.(i) Square mouth traps. (A) 100mm x 100mm size P type.

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with briocks having croshing strength not less than

35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4

mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar

1:3 finished smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

Providing and fixing screw down bib taps of following size. (A) Brass screw

down bib tap polished bright. (i) 15mm dia. 10.00 186.83 No.

Providing erecting and fixing double coated ISI water tank of required

capacity each with all necessary fittings and connection etc. complete on

terrace 500.00 3.95 Liter

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

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two metre

C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two metre

C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two metre

C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two metre

C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two metre

C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth. 35.78 82.85 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. 35.91 120.26 Sqmt.

ELECTRICAL ITEMS

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length , in below type of pipe erected with

6A Modular type switch / bell push & accessories and earth continuity of

following type, erected on PVC / Metallic/Wooden box, single mounting

base frame covered with textured/metallic/white front plate modules

erected on / in wall / ceiling as per pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector as directed. (a) with medium class Rigid

PVC pipe and accessories erected flushed on wall/ceiling complete Cat. III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper

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

Modular type switch & 5 pin Plug erected on PVC / Metallic/Wooden box

covered with appropriate front plate modules erected on / in wall / ceiling as

per pipe erected with following type of accessories. [II] For 16A Plug and

amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board. (a) with

medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete Cat. III

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin

socket erected on PVC / Metallic/Wooden box, single mounting base frame

covered with textured / metallic/white front plate modules erected on / in

wall / ceiling with following type accessories Cat. III 1.00 257.55 Pt.

Providing and erecting ISI mark Medium class RIGID PVC PIPES of

following size complete to be erected on/in wall or ceiling erected with

necessary PVC fittings & Junction boxes fixed with adhesive solution &

Clamps with following dia of pipes, in approved manner as directed (b)

mm 29 33.33 Rmt.

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

0.5 Watt assembled on single MCPCB, with housing used as a heat sink

shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium

die cast powder coated and high U.V. & corrosion resistance with diffuser

with company mark/name

120 to 300 V,Power Factor more than 0.9, THD < 10 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED efficiency-110 lumens/watt

LED driver efficiency > 85 %

CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux make

LED used for luminaire. ( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.) Cat-lll

(A) Tube Light with integral driver

(d) 22-24 Watts, Surge - 2KV,IP-20, 4 feet

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI

marked stranded Copper conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for earth

continuity of following size. (A) with medium class Rigid PVC pipe and

accessories (b) 2 wire 2.5 sq. mm 15.00 82.82 Rmt.

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. (a) 6 to 32 Amp. Cat.III 1.00 578.73 No.

providing and erecting Cast iron earth plate size 45 X 45 X 0.35 cms.

buried in specially prepared 2.5 Mtr. Deep earth Pit complete with necessary

G.I. strip in G.I. pipe 2 Mtr. long with coupling and G.I. plug for earthing of

switch gear, conduit run or power plug etc. 1.00 856.48 Each

Providing and erecting Sheet Steel powder coated MCB distribution board -

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN

rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same company of

MCB to be used) suitable for (A) single phase incoming and horizontal

single phase outgoing (a) single door (IP-30) 1.00 355.52 No.

Supplying & erecting 5 stage single reverse osmosis water purification

system with M.S. powder coated frame, prefilter housing with 'O' ring

presediment filter GAC filter, carbon filter suitable buster DC pump capacity

80 psi, mention with 40 Osg inline type post carbon filter auto low & high

pressure switches with following size of storage tank & LPH capacity &

erected as directed with one year comprehensive maintenance guarantee.

[C] 50 Ltr / Hr with 250 psi 2 nos booster pump

Providing & Erecting full SS Body (SS 304) Split type water cooler having

storage capacity 160 to 175 Ltr.(Tank SS 304) & Cooling capacity 150 ltr.

Per hour @ an ambient temp of 350 C.The outlet temp. of the water should

drop by 150C within a hour,The water cooler should be comprising of

hermetically sealed Reciprocating compressor with R134A, fan motor,

Copper Condensing unit with company fabricated Outdoor Unit water tank

surrounded by evaporating coil, thermostats, relay etc.complete with

necessary copper tube & Insulation, M.S Chanel Stand with Painting for

water tank & M.S. Powder Coated Stand for Outdoor unit with Installation.

With DPELCB and 4 Way DB Box with accessory Three core Cord for

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WATER STAND POST

LOCATION : W-1, CHUNARA VAS AREA, AT. MANAVADAR

SCHEDULE - "B-5"

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. (B) Dense or Hard soil 4.48 157.16 Cumt.

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 4.48 3253.21 Cumt.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 0.76 3805.29 Cumt.

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

bending, binding and placing in position complete upto floor two level 56.95 77.29 Kg.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 2.38 6507.95 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. 0.66 136.92 Cumt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 11.81 342.41 Sqmt.

Finishing wall with water proofing cement paint of on wall surface (Two

coats) to give an prroved brand and manufacture and of required shape even

shade after thoroughly brushing the surface to remove all dirt and remins of

loose powered materials 11.81 60.31 Sqmt.

Providing erecting and fixing double coated ISI water tank of required

capacity each with all necessary fittings and connection etc. complete on

terrace 5000.00 3.95 Liter

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing and fixing screw down bib taps of following size. (A) Brass screw

down bib tap polished bright. (i) 15mm dia. 6.00 186.83 No.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes

(Medium grade) of the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor. (D) 32mm 15.00 500.97 Rmt.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes

(Medium grade) of the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor. (C) 25mm 15.00 401.95 Rmt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WATER STAND POST

LOCATION : W-3, GOUTAMNAGAR SOCIETY, AT. MANAVADAR

SCHEDULE - "B-6"

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. (B) Dense or Hard soil 4.48 157.16 Cumt.

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 4.48 3253.21 Cumt.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and Plinth 0.76 3805.29 Cumt.

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

bending, binding and placing in position complete upto floor two level 56.95 77.29 Kg.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 2.38 6507.95 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. 0.66 136.92 Cumt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 11.81 342.41 Sqmt.

Finishing wall with water proofing cement paint of on wall surface (Two

coats) to give an prroved brand and manufacture and of required shape even

shade after thoroughly brushing the surface to remove all dirt and remins of

loose powered materials 11.81 60.31 Sqmt.

Providing erecting and fixing double coated ISI water tank of required

capacity each with all necessary fittings and connection etc. complete on

terrace 5000.00 3.95 Liter

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing and fixing screw down bib taps of following size. (A) Brass screw

down bib tap polished bright. (i) 15mm dia. 6.00 186.83 No.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes

(Medium grade) of the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor. (D) 32mm 15.00 500.97 Rmt.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes

(Medium grade) of the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor. (C) 25mm 15.00 401.95 Rmt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WATER TANK

LOCATION : W-1, GARABI CHOWK NP COMMUNITY HALL CAMPUS AT. MANAVADAR

SCHEDULE - "B-7"

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.(B) Dense or Hard soil 17.32 157.16 Cumt.

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 5.62 3253.21 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and Excluding the cost of reinforcement for

reinforced concrete work in (A) Foundation footing base of column and mass

concrete 2.73 4682.36 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and exluding the cost of reinforcement for

reinforced concrete work in Beam (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. Plinth Beam 1.63 6445.82 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Column (D) Columns, Pillars posts and struts

upto floor two level G.F. 1.12 9181.91 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Slab (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F.

Providing and laying controlled cement concrete M.200 and curing complete

Including the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level.

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

bending, binding and placing in position complete upto floor two level G.F.

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. 13.06 136.92 Cumt.

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

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

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 4.91 6507.95 Cumt.

Providing 15 mm thick cement plaster in single coat on fair side

brick/concrete wall for interior plastering up to floor two level finished even

and smooth in with Floating coat of neat cement. (i) cement Mortar 1:3 (1

cement : 3 Sand) 37.72 246.05 Sqmt.

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand) Extra over items 58 to 64 for finishing

with a floating coat of neat cement slurry. 8.72 194.94 Sqmt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 51.96 342.41 Sqmt.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of

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

existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for light shade 11.39 1264.41 Sqmt.

Providing and laying Black Granite stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M.

1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with gray cement

slurry including rubbing and polishing complete. (A) Granite slab 18mm thick

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. 13.00 1488.24 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

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. 19.48 92.20 Sqmt.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal diameter of self cleansing design

with C.I scread down or hinged grating including the cost of cutting and

making good the walls. 1.00 586.27 No.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

standard weight.(i) Square mouth traps. (A) 100mm x 100mm size P type.

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with briocks having croshing strength not less than

35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4

mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm

deep for single pipe line.

Providing and fixing screw down bib taps of following size. (A) Brass screw

down bib tap polished bright. (i) 15mm dia. 10.00 186.83 No.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth. 46.43 82.85 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. 51.96 120.26 Sqmt.

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight

not less than 35Kg. 1.00 958.17 No.

Total Amounts Rs...……

Total Amounts Rs...……

Electrification Amounts Rs...……

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- DRILLING OF 165MM DIA. BORE & INSTALLATION OF SUBMERSIBLE PUMP

LOCATION : W-1, Gokulnagar Society Garden, At. Manavadar

SCHEDULE - "B-8"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Drilling of 165mm dia by DTH Rig in Rocky Formation in all districts of Zone-III (Except

Surendranagar District.) Bore in all types of rocky strata by DTH Rig and checking the

yield of bore by Air compressor

0 to 150 mtr. Deep 60.00 236.00 Rmt

Providing & Lowering of 180mm dia. x 6 Kg/cm² PVC Pipe confirming to latest ISI

including jointing materials. (180mm) 10.00 736.00 Rmt

Providing and fixing bore plug having 100mm height made from M.S. plate with 3 holes

at equal distance on circumference for nut-bolts type, locking arrangement with nuts-

bolts & lock nuts of standard make complete.

From 5mm thick MS plate suitable for 175mm dia pipe 1.00 654.96 No

Supplying approved make electric motor Single phase Borewell sub pump motor set

MOC: Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410

Supplying & installation Control panel board DOL / Star Delta starter suitable for local &

remote pump control application consisting of MPCB, overload relay and contactors as

per Type II coordination including digital voltmeter, analogue ammeter with selector

switch, run hour meter, required protective relays & control accessories.

Supplying PVC insulated flat submersible cable as per detailed technical specifications

of R/C of GWSSB conforming to IS 694, IEC 60227 / 60228. (1 R x 3 C x 4 mm²)

Manufacture, Supply and delivery of following ISI marked H.D.P.E. Pipes (IS:4984/1985

with latest amendment) having material Grade PE-80 in approximate 100 mtr. Coil

length or as per GWSSB requirement with SS-316 Nipple at both end having 11 TPI

threading as per specification, press fitted and bolted having nominal diameter as under

as per detailed Technical Specification. (32mm dia PN-10) 100.00 36.00 Rmt

Manufacture, supply and delivery of clamp made from M.S. plate with 3 holes on either

side with nuts & bolts of standard make and suitable size.

450 mm x 50 mm x 10 mm flat suitable to 32 mm dia pipe 1.00 370.65 Pair

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- DRILLING OF 165MM DIA. BORE & INSTALLATION OF SUBMERSIBLE PUMP

LOCATION : W-1, Chuanara Vas Area, At. Manavadar

SCHEDULE - "B-9"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Drilling of 165mm dia by DTH Rig in Rocky Formation in all districts of Zone-III (Except

Surendranagar District.) Bore in all types of rocky strata by DTH Rig and checking the

yield of bore by Air compressor

0 to 150 mtr. Deep 60.00 236.00 Rmt

Providing & Lowering of 180mm dia. x 6 Kg/cm² PVC Pipe confirming to latest ISI

including jointing materials. (180mm) 10.00 736.00 Rmt

Providing and fixing bore plug having 100mm height made from M.S. plate with 3 holes

at equal distance on circumference for nut-bolts type, locking arrangement with nuts-

bolts & lock nuts of standard make complete.

From 5mm thick MS plate suitable for 175mm dia pipe 1.00 654.96 No

Supplying approved make electric motor Single phase Borewell sub pump motor set

MOC: Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410

Supplying & installation Control panel board DOL / Star Delta starter suitable for local &

remote pump control application consisting of MPCB, overload relay and contactors as

per Type II coordination including digital voltmeter, analogue ammeter with selector

switch, run hour meter, required protective relays & control accessories.

Supplying PVC insulated flat submersible cable as per detailed technical specifications

of R/C of GWSSB conforming to IS 694, IEC 60227 / 60228. (1 R x 3 C x 4 mm²)

Manufacture, Supply and delivery of following ISI marked H.D.P.E. Pipes (IS:4984/1985

with latest amendment) having material Grade PE-80 in approximate 100 mtr. Coil

length or as per GWSSB requirement with SS-316 Nipple at both end having 11 TPI

threading as per specification, press fitted and bolted having nominal diameter as under

as per detailed Technical Specification. (32mm dia PN-10) 100.00 36.00 Rmt

Manufacture, supply and delivery of clamp made from M.S. plate with 3 holes on either

side with nuts & bolts of standard make and suitable size.

450 mm x 50 mm x 10 mm flat suitable to 32 mm dia pipe 1.00 370.65 Pair

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- DRILLING OF 165MM DIA. BORE & INSTALLATION OF SUBMERSIBLE PUMP

LOCATION : W-3, Goutamnagar Society, At. Manavadar

SCHEDULE - "B-10"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Drilling of 165mm dia by DTH Rig in Rocky Formation in all districts of Zone-III (Except

Surendranagar District.) Bore in all types of rocky strata by DTH Rig and checking the

yield of bore by Air compressor

0 to 150 mtr. Deep 60.00 236.00 Rmt

Providing & Lowering of 180mm dia. x 6 Kg/cm² PVC Pipe confirming to latest ISI

including jointing materials. (180mm) 10.00 736.00 Rmt

Providing and fixing bore plug having 100mm height made from M.S. plate with 3 holes

at equal distance on circumference for nut-bolts type, locking arrangement with nuts-

bolts & lock nuts of standard make complete.

From 5mm thick MS plate suitable for 175mm dia pipe 1.00 654.96 No

Supplying approved make electric motor Single phase Borewell sub pump motor set

MOC: Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410

Supplying & installation Control panel board DOL / Star Delta starter suitable for local &

remote pump control application consisting of MPCB, overload relay and contactors as

per Type II coordination including digital voltmeter, analogue ammeter with selector

switch, run hour meter, required protective relays & control accessories.

Supplying PVC insulated flat submersible cable as per detailed technical specifications

of R/C of GWSSB conforming to IS 694, IEC 60227 / 60228. (1 R x 3 C x 4 mm²)

Manufacture, Supply and delivery of following ISI marked H.D.P.E. Pipes (IS:4984/1985

with latest amendment) having material Grade PE-80 in approximate 100 mtr. Coil

length or as per GWSSB requirement with SS-316 Nipple at both end having 11 TPI

threading as per specification, press fitted and bolted having nominal diameter as under

as per detailed Technical Specification. (32mm dia PN-10) 100.00 36.00 Rmt

Manufacture, supply and delivery of clamp made from M.S. plate with 3 holes on either

side with nuts & bolts of standard make and suitable size.

450 mm x 50 mm x 10 mm flat suitable to 32 mm dia pipe 1.00 370.65 Pair

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF M.S. GRILL

LOCATION : W-3, Machhu Mata Mandir, At. Manavadar

SCHEDULE - "B-11"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and laying 1:3:6 (cement :3 Course sand :6 crushed stone aggregate

20 nominal size) and curing complete including cost of form work in (A) Wall

caps/copping 3.49 4152.60 Cumt.

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

binding and placing in position complete upto floor two level 226.75 77.29 Kg.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 68.85 342.41 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. 68.85 120.26 Sqmt.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and other

foreign mater and scoured with brushes fine steel wool, scrapers and sand

paper with ready mixed priming paint brushing red le 153.86 36.74 Sqmt.

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 153.86 92.20 Sqmt.

Steel work, welded in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of read lead paint. (A)In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats as

in main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like 30.30 9108.48 Qtl.

Chain link 2 10 x 10 gauge (Galvanised) 153.86 256.78 Sqmt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF SHED

LOCATION : W-2, Garabi Chowk, NP Community Hall Campus, At. Manavadar

SCHEDULE - "B-12"

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. (B)

Dense or Hard soil 104.04 157.16 Cumt.

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 12.20 3253.21 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Footing (A) Foundation footing base of column and

mass concrete. 20.74 4578.33 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Beam(C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. 7.01 6433.70 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Column (D) Columns, Pillars posts and struts upto

floor two level 4.92 7521.47 Cumt.

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

binding and placing in position complete upto floor two level. 4058.47 77.29 Kg.

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

foundations etc. in layers not exceeding 20cm. in depth consolidating each

disposited layer by ramming and watering. 71.27 136.92 Cumt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 18.23 342.41 Sqmt.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats)

to give an approved brand and manufacture and of required shape even

shade after thoroughly brushing the surface to remove all dirt and remains of

loose powered materials. 18.23 60.31 Sqmt.

Steel work, welded in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of read lead paint. (A) In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like. 167.13 9108.48 Qtl.

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J

or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer

or G.I. limpet washer. filled with white lead complete excluding the cost of

purlins, Rafters and Trusses. (1) 0.80 mm thick sheet. 309.96 734.19 Sqmt.

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. 134.28 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. 134.28 92.20 Sqmt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- RENOVATION WORK OF SHED

LOCATION : In Smashan Campus, At. Manavadar

SCHEDULE - "B-13"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Steel work, welded in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of read lead paint. (A) In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like 1.97 9108.48 Qtl.

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J

or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer

or G.I. limpet washer. filled with white lead complete excluding the cost of

purlins, Rafters and Trusses.(1) 0.80 mm thick sheet. 91.75 734.19 Sqmt.

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. 34.02 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. 34.02 92.20 Sqmt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF TIMBER STORE

LOCATION : In Smashan Campus, At. Manavadar

SCHEDULE - "B-14"

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. (B)

Dense or Hard soil 69.13 157.16 Cumt.

Excavation for foundation depth from 1.5 mt. to 3.00 Mt. depth including sorting

out and stacking of useful materials and disposing of the excavated stuff up to

all lead. (c) Hard Murrum 20.00 287.21 Cumt.

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 30.68 3253.21 Cumt.

Providing & Laying controlled cement concrete M-250 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Footing (A) Foundation footing base of column and

mass concrete 14.47 4799.52 Cumt.

Providing & Laying controlled cement concrete M-250 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Beam (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. 10.35 6466.02 Cumt.

Providing & Laying controlled cement concrete M-250 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Column (D) Columns, Pillars posts and struts upto

floor two level 13.30 7576.01 Cumt.

Providing & Laying controlled cement concrete M-250 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Lintel (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. 1.27 6525.61 Cumt.

Providing & Laying controlled cement concrete M-250 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Chhajja (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. 0.65 6774.07 Cumt.

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

binding and placing in position complete upto floor two level 7493.29 77.29 Kg.

White Stone Bela mesonry block in course in Foundation and Plinth with stone

of approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 40.71 6507.95 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. 57.16 136.92 Cumt.

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm.

thickness including watering, ramming and consolidating etc. completed.

Providing 15 mm thick cement plaster in single coat on fair side brick/concrete

wall for interior plastering up to floor two level finished even and smooth in with

Floating coat of neat cement. (i) cement Mortar 1:3 (1 cement : 3 Sand)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

interior plastering upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand) Extra over items 58 to 64 for finishing

with a floating coat of neat cement slurry. 19.44 196.27 Sqmt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 256.24 342.41 Sqmt.

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth. 223.19 82.85 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. 256.24 120.26 Sqmt.

Providing throating of plaster drip and moulding to R.C.C. Chhajja. 26.20 43.05 Rmt.

Providing and fixing rolling shutters of approved make made of 80 mm wide

M.S. laths inter-locked together through their entire length and jointed together

at the ends by end locks mounted on specially designed pipe shaft with bracket

plates, guide channels and arragements for inside and outside locking with

push-pull operation including the cost of hood cover and spring etc.

complete.(A) Shutters having width below 3.5 M. 18.00 3554.40 Sqmt.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and other

foreign mater and scoured with brushes fine steel wool, scrapers and sand

paper with ready mixed priming paint brushing red le 66.12 36.74 Sqmt.

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 66.12 92.20 Sqmt.

Steel work, welded in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of read lead paint. (A)In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like 54.30 9108.48 Qtl.

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with

G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete.

(1) 0.80 mm thick sheet. 6.60 664.70 Sqmt.

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J

or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer

or G.I. limpet washer. filled with white lead complete excluding the cost of

purlins, Rafters and Trusses. (1) 0.80 mm thick sheet. 135.74 734.19 Sqmt.

Providing and fixing in position M.S. Angle 50mm x 50mm x 6mm frame for

WINDOW of 35x35x5mm angle for shutter frame and 16 gauge M.S. Sheet

welded to sheet welded to shutter frame 6mm squre bar for grill as per the

drawing and design and including 2 coats of Primer coat and 2 coat of oil paint

including a primer coat of red oxide paints and all necessary fitting fixture

locking arrangement etc. complete. 11.52 4800.53 Sqmt.

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick 126.66 1019.39 Sqmt.

Total Amounts Rs...……

Total Amounts Rs...……

Electrification Amounts Rs...……

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF VEGETABLE MARKET

SCHEDULE - "B-15"

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. (B) Dense or Hard soil 37.37 157.16 Cumt.

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 13.21 3253.21 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in (A) Foundation footing base of column and mass

concrete. 6.17 4576.31 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and exluding the cost of reinforcement for

reinforced concrete work in Beam (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. Plinth Beam 6.38 6445.82 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Column (D) Columns, Pillars posts and struts upto

floor two level G.F. 1.68 9181.91 Cumt.

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Slab (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F. 4.65 7436.63 Cumt.

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

binding and placing in position complete upto floor two level G.F. 2606.87 77.29 Kg.

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. 27.88 136.92 Cumt.

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm.

thickness including watering, ramming and consolidating etc. completed.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 12.20 6507.95 Cumt.

Providing 15 mm thick cement plaster in single coat on fair side brick/concrete

wall for interior plastering up to floor two level finished even and smooth in with

Floating coat of neat cement. (i) cement Mortar 1:3 (1 cement : 3 Sand)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

interior plastering upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand) Extra over items 58 to 64 for finishing

with a floating coat of neat cement slurry. 33.29 196.27 Sqmt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 28.98 342.41 Sqmt.

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick 46.50 1019.39 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1 cement :2 course sand :

4 graded stone aggregate 20mm nominal size) laid in one layer finished with a

floating coat of neat cement (B) 50mm thick 33.29 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of windows

etc. with M.S. flats at required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws (A) Plain Grill.

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. 34.38 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. 34.38 92.20 Sqmt.

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth. 103.29 82.85 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. 28.98 120.26 Sqmt.

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 2.79 4364.81 Cumt.

Steel work, welded in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of read lead paint. (A)In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like 28.20 9108.48 Qtl.

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J

or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer

or G.I. limpet washer. filled with white lead complete excluding the cost of

purlins, Rafters and Trusses. (1) 0.80 mm thick sheet. 80.56 734.19 Sqmt.

Total Amounts Rs...……

Total Amounts Rs...……

Electrification Amounts Rs...……

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BOX CULVERT

LOCATION : W-2, Girirajnagar, Near GEB Office, At. Manavadar

SCHEDULE - "B-16"

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. (B) Dense or Hard soil 45.05 157.16 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete. 11.63 3345.58 Cumt.

Providing & Laying Controlled cement concrete M-200 for R.C.C Raft and cut-

off walls including necessary shutering laying,vibrating,ramming and curing

complete. 8.47 4620.45 Cumt.

Providing & Laying controlled cement concrete M-200 for R.C.C Return as per

drawing including necessary shutering laying,vibrating,height from 0.00 to

m (a) Pier (b) Abutment (c) R.C.C Return. 33.08 5227.36 Cumt.

Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns 1.19 73858.69 MT.

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

solid slab including centering, scaffolding curing and finishing complete.

Providing and casting in-situ controlled cement concrete M-200 for kerb/kerb

blocks including formwork curing and finishing complete. 0.54 4869.02 Cumt.

Providing and placing in position FE 500D TMT bar reinforcement including

cutting, bending, hooking, and tying complete as per detailed drawing. (A) Solid

Providing and laying weep holes in abutment and return by using A.C. pipes of

100mm diameter including laying in proper grade and jointing etc. complete as

per detailed drawings. 21.00 61.47 Nos.

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 9.00 4364.81 Cumt.

Providing and fixing in position FE 500D TMT bar reinforement including

cutting, bending and tying complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath. (C) R.C.C. Approch slab. (D) Wearing Coat. 0.36 73243.02 MT.

Providing & laying compacted WBM 150 mm thick grad-II of machine crushed

BT metal of size 45 to 63 mm with using 13 % stone screening 13.20 mm size

and 7% stone dust as filler incl. spreading, watering and rolling by vibratory

roller etc complete. 7.50 1059.49 Cumt.

Earthwork for embankment including breaking clods, dressing with all lead and

lift (excluding watering and consolidation) (C) From Borrow area within

Km.lead 80.00 157.91 Cumt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BOX CULVERT

LOCATION : W-3, Near Angle Steel Shop, At. Manavadar

SCHEDULE - "B-17"

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. (B) Dense or Hard soil 41.33 157.16 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete. 9.67 3345.58 Cumt.

Providing & Laying Controlled cement concrete M-200 for R.C.C Raft and cut-

off walls including necessary shutering laying,vibrating,ramming and curing

complete. 8.47 4620.45 Cumt.

Providing & Laying controlled cement concrete M-200 for R.C.C Return as per

drawing including necessary shutering laying,vibrating,height from 0.00 to

m (a) Pier (b) Abutment (c) R.C.C Return. 28.34 5227.36 Cumt.

Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns 1.13 73858.69 MT.

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

solid slab including centering, scaffolding curing and finishing complete.

Providing and casting in-situ controlled cement concrete M-200 for kerb/kerb

blocks including formwork curing and finishing complete. 0.54 4869.02 Cumt.

Providing and placing in position FE 500D TMT bar reinforcement including

cutting, bending, hooking, and tying complete as per detailed drawing. (A) Solid

Providing and laying weep holes in abutment and return by using A.C. pipes of

100mm diameter including laying in proper grade and jointing etc. complete as

per detailed drawings. 19.00 61.47 Nos.

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 4.50 4364.81 Cumt.

Providing and fixing in position FE 500D TMT bar reinforement including

cutting, bending and tying complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath. (C) R.C.C. Approch slab. (D) Wearing Coat. 0.33 73243.02 MT.

Providing & laying compacted WBM 150 mm thick grad-II of machine crushed

BT metal of size 45 to 63 mm with using 13 % stone screening 13.20 mm size

and 7% stone dust as filler incl. spreading, watering and rolling by vibratory

roller etc complete. 6.75 1059.49 Cumt.

Earthwork for embankment including breaking clods, dressing with all lead and

lift (excluding watering and consolidation) (C) From Borrow area within

Km.lead 32.00 157.91 Cumt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BOX CULVERT

LOCATION : W-7, Devipujak Vas, Mitdi Road, At. Manavadar

SCHEDULE - "B-18"

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. (B) Dense or Hard soil 160.20 157.16 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete. 21.42 3345.58 Cumt.

Providing & Laying Controlled cement concrete M-200 for R.C.C Raft and cut-

off walls including necessary shutering laying,vibrating,ramming and curing

complete. 15.80 4620.45 Cumt.

Providing & Laying controlled cement concrete M-200 for R.C.C Return as per

drawing including necessary shutering laying,vibrating,height from 0.00 to

m (a) Pier (b) Abutment (c) R.C.C Return. 107.80 5227.36 Cumt.

Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns 2.60 73858.69 MT.

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

solid slab including centering, scaffolding curing and finishing complete.

Providing and casting in-situ controlled cement concrete M-200 for kerb/kerb

blocks including formwork curing and finishing complete. 2.16 4869.02 Cumt.

Providing and placing in position FE 500D TMT bar reinforcement including

cutting, bending, hooking, and tying complete as per detailed drawing. (A) Solid

Providing and laying weep holes in abutment and return by using A.C. pipes of

100mm diameter including laying in proper grade and jointing etc. complete as

per detailed drawings. 39.00 61.47 Nos.

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 11.34 4364.81 Cumt.

Providing and fixing in position FE 500D TMT bar reinforement including

cutting, bending and tying complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath. (C) R.C.C. Approch slab. (D) Wearing Coat. 0.77 73243.02 MT.

Providing & laying compacted WBM 150 mm thick grad-II of machine crushed

BT metal of size 45 to 63 mm with using 13 % stone screening 13.20 mm size

and 7% stone dust as filler incl. spreading, watering and rolling by vibratory

roller etc complete. 8.10 1059.49 Cumt.

Earthwork for embankment including breaking clods, dressing with all lead and

lift (excluding watering and consolidation) (C) From Borrow area within

Km.lead 48.60 157.91 Cumt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF CC ROAD

LOCATION : main bazar to Near sak market, At- Manavadar

SCHEDULE - "B-19"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and cast in-situ ordinary cement concrete M-200 for average 15cm

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 3.00mtr. and expansion joint at interval of 40mtr.

applying debonding strips, bitumen primer, bituminous sealant and curing etc.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVING BLOCK FLOORING

LOCATION : GIRIRAJNAGAR, GARABI CHOWK, AT. MANAVADAR

SCHEDULE - "B-20"

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 ramming the excavated stuff and despositing on the road

side slope as directed up to all lead. 97.03 109.41 Cumt.

Providing & laying compacted WBM 150 mm thick grad-II of machine crushed

BT metal of size 45 to 63 mm with using 13 % stone screening 13.20 mm size

and 7% stone dust as filler incl. spreading, watering and rolling by vibratory

roller etc complete. 48.52 1046.36 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete. 32.34 3345.58 Cumt.

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

block 60mm thick with grade of concrete M300 pnumatic compressed /

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

2006 including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Foundation and Plinth 1.18 3772.13 Cumt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME : SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVING BLOCK FLOORING

Location Chart For Schedule-B21

No. Location Length Width

1 W-3,Bhadrka society,chintubhai Bhiyani seri 60.00

2 W-3,Laxminagar 15.00

3 W-3 Near Gayatri Mandir 24.00

4 W--3,Machho mata,Behind Ashok vatika 32.00

5 W-4,Behind soni samaj wadi, garden 24.00

6 W-4,soni samaj near R.K pool 2.00 26+10+10+3/4

7 W-4,SBS Garbi chowk 13.60

8 W-7,Bavavali Bala Hanuman mandir 19.50

9 W-7, Bhuminagar Vistar, Ramapir Temple 33.00

Consl. Engineer Municipal Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVING BLOCK FLOORING

LOCATION : AS PER LOCATION CHART, AT. MANAVADAR

SCHEDULE - "B-21"

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 ramming the excavated stuff and despositing on the road

side slope as directed up to all lead. 1260.05 109.41 Cumt.

Providing & laying compacted WBM 150 mm thick grad-II of machine crushed

BT metal of size 45 to 63 mm with using 13 % stone screening 13.20 mm size

and 7% stone dust as filler incl. spreading, watering and rolling by vibratory

roller etc complete. 630.03 1046.36 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete. 420.02 3345.58 Cumt.

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

block 60mm thick with grade of concrete M300 pnumatic compressed /

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

2006 including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Foundation and Plinth 13.44 3772.13 Cumt.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME : SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF RAMP

Location Chart For Schedule-B22

No. Location Length Width

1 W-5,Near asha paan 3.00 8+5/2

2 W-5,Rubi provision store 2.00 6+4/2

3 W-5,Near kanaiya paan 2.50 7+4/2

4 W-5,Near city point restaurent chowk 2.00 13+10/2

5 W-5,Near jan seva generik medical store 3.50 7+4.5/2

6 W-5,opp.Sagar agro centre 2.00

7 W-5,near R.K pride complex 2.50 9+5/2

8 W-5,near Madhav arcade 2.00 6+5/2

9 W-5,K.D chamber,chitdi road,near khakhavi road 5.50 10+6/2

Consl. Engineer Municipal Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF RAMP

LOCATION : AS PER LOCATION CHART, AT. MANAVADAR

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)

Cement concrete. 33.51 541.18 Cumt.

Providing and cast in-situ ordinary cement concrete M-200 for average 15cm

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 3.00mtr. and expansion joint at interval of 40mtr.

applying debonding strips, bitumen primer, bituminous sealant and curing etc.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME : SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD

Location Chart For Schedule-B23

No. Location Length Width

1 W-2,Girirajnagar,opp.G.E.B office 120.00

2 W-2,Ramji mandir,Rameshbhai house 1.70

3 W-3,Near Angle Steel, Sorathiya Ahir Samaj Road 24.00

4 W-5,police line to sundar paan 140.00

W-5, Behind Kailesh Chamber, Opp. Masjid 15.00

5 W-6,Ravalpara N.G mill 5.00

6 vadivas area 20.00

7 W-6, Vadivas Area, Opp. Angan Wadi 45.00

W-6, Murlinagar,khakhvi road,Dhirubhai keshav home to Ghordhanbhai

keshav home(Vaghari vas)

9 W-6, Murlinagar,laxman keshu home to haresh nanji home(Vaghari vas) 240.00

W-6, Murlinagar,khakhvi road,Bavabhai sanabhai home to Bhanubhai natha

home(Vaghari vas)

11 W-6, Khakhavi road to umiya plastic 55.00

12 W-7, Akshar Park Society Road 19.00

W-7, Bavawadi Main Road, R.K. Park, Hamirbhai House to Sidibapa Chaki

14 W-7, Behind Kabrastan Road 73.00

15 W-1, Raghuvirpara Area, Near Under ground Sewage Pumping Station 40.00

16 W-1, Panera Collage to Under ground Sweage Pumping Station 40.00

W-3, Junagadh Main Road, Near Ravalvash to Under ground Sewage

Pumping Station

Consl. Engineer Municipal Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD

LOCATION : AS PER LOCATION CHART, AT. MANAVADAR

SCHEDULE - "B-23"

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 ramming the excavated stuff and despositing on the road

side slope as directed up to all lead. 1718.81 109.41 Cumt.

Providing & laying compacted WBM 150 mm thick grad-II of machine crushed

BT metal of size 45 to 63 mm with using 13 % stone screening 13.20 mm size

and 7% stone dust as filler incl. spreading, watering and rolling by vibratory

roller etc complete. 825.64 1059.49 Cumt.

Providing and filling in foundation with ordinary Cement concrete M-100 mix

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete. 572.94 3345.58 Cumt.

Providing and castting in situ controlled trimix cement concrete M-20 for avg.

150mm thick road work laid as diretced including providing and laying M.S.

side rail of road thickness with necessary nut bolts pilstes fixing as per width

applying plate vibrator (Electric or Diesel) on channel compressor with vacum

dewatering system by using all necessary equipments and materials such as

stock hardner powder and machinary such as running screen vibrator on

prelaid M.S. channel for levelling vacum pump floating and power trovelling etc.

with filling the joints with bitumean as directed etc. complete.

Tracing of old Manhole. All Types Of Manhole 54.00 1202.00 No.

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- PROVIDING FIXING OF SIGN BOARD

LOCATION : W-1, Raghuvir Para, At. Manavadar

SCHEDULE - "B-24"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x

90cms. rectangle as per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; painted with best quality epoxy coatings in black and white bends. the

details of symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing tec. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR)

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF ANGANWADI

LOCATION : W-1, Raghuvir Para, At. Manavadar

SCHEDULE - "B-25"

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. (B)

Dense or Hard Soil 46.38 157.16 Cumt

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 43.61 3253.21 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 14.82 4245.09 Cumt

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

crushed stone aggregate 20 mm norminal size) and curring complete including

cost of form work in (A) Wall caps/coping 2.69 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

deposited layer by ramming and watering. 21.80 136.92 Cumt

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Beam (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F. 1.70 6990.21 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) Extra for brick work in superstructure above floor two

level (B) Conventional 19.81 4526.81 Cumt

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1 Cement 4 coarse

sand) Extra for brick work in superstructure above floor two level (B)

Conventional 6.18 687.29 Sqmt.

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Lintel (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F. 0.32 6493.29 Cumt

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Chhajja (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F. 0.20 7520.46 Cumt

Providing & Laying controlled cement concrete M-200 and curing complete

Including the cost of formwork and excluding the cost of reinforcement for

reinforced concrete work in Slab (C) Slabs, Landings, Shelves, Balconies,

Lintel, Beams, Girders and Cantilever upto floor two level. G.F. 6.71 7436.63 Cumt

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

binding and placing in position complete upto floor two level 1301.35 77.29 Kg

Providing 15 mm thick cement plaster in single coat on fair side brick/concrete

wall for interior plastering up to floor two level finished even and smooth in with

Floating coat of neat cement. (i) cement Mortar 1:3 (1 cement : 3 Sand)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

interior plastering upto floor two level and finished even and smooth in

(i)Cement mortar 1:3 (1-cement:3-sand) and finishing with a floating coat of

neat cement slurry. 49.36 196.27 Sqmt.

20 MM thick sand faced cement plaster on walls upto height 10meters above

ground level consisting of 12 MM 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. 134.28 342.41 Sqmt.

Providing and fixing EZ-27 section door/ windows frame including welding and

fixtures fastening including 3 coats of approved enamel oil paint etc. complete.

Providing and fixing flush door shutters, solid core construction with frame of

firs class hardwood with cross band and face veneer anodised alluminium butt

hinges eith necessary screws. (B) Non-decorative type and block board core

anodized aluminium butt hinges in flush door shutters. (2) 35 mm. Thick

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1-

Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size)

reinforced with 1.6 mm dia. Mild steel wire including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and curing complete. (D) 75mm Thick

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick 42.66 1019.39 Sqmt

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray cement slury mixed with pigment

to match the shade of slab including rubbing and polishing etc. complete.

Providing and laying white glazed tiles 6 mm. Thick in flooring treads of steps

and landings laid on a Bed of 12 mm. Thick cement mortar 1:3 (1 cement :

coarse sand) pointing in white cleaned jointed with white cement slurry 1.35 868.55 Sqmt

Providing and laying white glazed tiles 6mm thick skrting risers of steps and

dedo on 10mm thick cement plaster 1:3 (1-Cement : 3-Coarse sand) & jointed

with white cement slurry. 16.36 1127.48 Sqmt

Providing and laying broken China Mosaic Flooring for Terrace using 12mm to

20mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or

slope and to be tempered to bring mortar crème out upto surface using white

cement including rounding off junctions and extending them up to 15cm. along

the wall, clearing with water and oxalic acid etc. as directed.

Providing and mixing water proofing material in cement concrete in mix

proportion recommended b the manufacturers. 7.37 49.16 Sqmt

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth. 165.17 82.85 Sqmt

wall primer of approved brand. 165.17 16.52 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. 134.28 120.26 Sqmt

Providing, laying and jointing in true line and level for 110mm diameter 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

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.

Providing, laying and jointing in true line and level for 160mm diameter 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

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.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concelled as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concelled as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concelled as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe (

SCH- 40) for cold water including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concelled as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

Providing and fixing Gun metal check or non-return fullway wheel valve.(E)

Providing and fixing screw down bib taps of following size. (A) Brass screw

down bib tap polished bright. (i) 15mm dia. 5.00 186.83 No

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal diameter of self cleansing design with

C.I scread down or hinged grating including the cost of cutting and making good

the walls. 4.00 586.27 No

Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size

580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid

for separately) (A) Vitreous China.(I) Long pattern = White colour

Providing and fixing 100mm size "P" or "S" trap for water closet squatting pan

including jointing the trap with the pan and soil pipe in cement mortar 1:1 [1

cement: 1 coarse sand] [A] Viterous china 1.00 332.39 No

Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S.

brackets painted white including sutting holes and making good the same but

excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v

400mm size. (i) In white colour. 1.00 1684.95 No

Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mmdia. 1.00 67.91 No

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white

including cutting holes in walls and making good the same but excluding fittings.

(C) Vitreous China Sink.(i) 600mm x 450mm x 150mm size 1.00 2326.66 No

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and

water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard

weight.(i) Square mouth traps. (A) 100mm x 100mm size P type.

Providing erecting and fixing double coated ISI water tank of required capacity

each with all necessary fittings and connection etc. complete on terrace

Constructing brick masonry chamber for underground C.I. Inspection chamber

and bends with briocks having croshing strength not less than 35Kg. Cm2 in

C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions

total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.)

and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat

of neat cement on walls and bed concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe line.

(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and filling

brickbats with dry masonry work at top for 45cm. height including covering

the top with stone including providing vatas in C.M. 1:3 with finishing curing etc.

complete as directed. 1.00 3457.27 No

Providing and fixing M.S. grills of required pattern to wooden frames of windows

etc. with M.S. flats at required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws (A) Plain Grill.

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. 11.53 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. 11.53 92.20 Sqmt.

Providing and fixing in position callapsible steel shutters with vertical channels

20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and

bottom rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with

bolts, nuts, locking arrangements, stoppers handles including applying a

priming coat of read lead paint. 2.52 6116.59 Sqmt.

Total Amounts Rs...……

Total Amounts Rs...……

Electrification Amounts Rs...……

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Ambedkar Road, At. Manavadar

SCHEDULE - "B-26"

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. (B)

Dense or Hard soil 2.85 157.16 Cumt.

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 2.85 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 5.51 6507.95 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. 6.12 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse sand

: 4-graded stone aggregate 20mm nominal size) laid in one layer and finished

with a floating coat of neat cement. (B) 50mm thick. 4.08 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and

other foreign mater and scoured with brushes fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red le 5.36 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 5.36 92.20 Sqmt

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 0.48 4364.81 Cumt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Oppo. Anupam Mission, At. Manavadar

SCHEDULE - "B-27"

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. (B)

Dense or Hard soil 4.39 157.16 Cumt.

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 4.39 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 14.18 6507.95 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. 9.45 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse sand

: 4-graded stone aggregate 20mm nominal size) laid in one layer and finished

with a floating coat of neat cement. (B) 50mm thick. 6.30 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and

other foreign mater and scoured with brushes fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red le 4.68 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 4.68 92.20 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : Oppo. Bhavani Sing, Balasara Street, At. Manavadar

SCHEDULE - "B-28"

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. (B)

Dense or Hard soil 8.00 157.16 Cumt.

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 8.00 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 20.30 6507.95 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. 18.45 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse sand

: 4-graded stone aggregate 20mm nominal size) laid in one layer and finished

with a floating coat of neat cement. (B) 50mm thick. 12.30 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and

other foreign mater and scoured with brushes fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red le 8.70 36.74 Sqmt

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 8.70 92.20 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Giriraj Agency, At. Manavadar

SCHEDULE - "B-29"

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. (B) Dense or Hard soil 0.78 157.16 Cumt.

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 0.78 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 0.72 6507.95 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. 1.44 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 0.96 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 107.20 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 2.68 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 2.68 92.20 Sqmt

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 0.49 4364.81 Cumt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Krishna Electrical, At. Manavadar

SCHEDULE - "B-30"

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. (B) Dense or Hard soil 0.78 157.16 Cumt.

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 0.78 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 0.72 6507.95 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. 1.44 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 0.96 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 107.20 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 2.68 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 2.68 92.20 Sqmt

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 0.49 4364.81 Cumt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Angelbhai Manavadariya House, Dam Road, At. Manavadar

SCHEDULE - "B-31"

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. (B) Dense or Hard soil 5.68 157.16 Cumt.

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 5.68 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 9.00 6507.95 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. 12.60 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 8.40 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 376.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 9.40 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 9.40 92.20 Sqmt

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 0.59 4364.81 Cumt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Nikhilbhai House, Dam Road, At. Manavadar

SCHEDULE - "B-32"

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. (B) Dense or Hard soil 5.68 157.16 Cumt.

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 5.68 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 9.00 6507.95 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. 12.60 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 8.40 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 376.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 9.40 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 9.40 92.20 Sqmt

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 0.39 4364.81 Cumt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Shree Nathji Motor Garage, At. Manavadar

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. (B) Dense or Hard soil 3.56 157.16 Cumt.

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 3.56 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 6.30 6507.95 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. 7.88 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 5.25 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 188.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 4.70 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 4.70 92.20 Sqmt

Providing and casting in situ ordinarycement concrete M-200 for average

mm thick wearing coat laid as directed including tamping ,vibrating, finishing,

curing and filling in joints with bitumen complete. 0.73 4364.81 Cumt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Baba Trading, Mitadi Road, At. Manavadar

SCHEDULE - "B-34"

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. (B) Dense or Hard soil 5.95 157.16 Cumt.

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 5.95 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 14.85 6507.95 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. 13.50 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 9.00 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 134.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 3.35 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 3.35 92.20 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Sanjay Hair Saloon, Mitadi Road, At. Manavadar

SCHEDULE - "B-35"

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. (B) Dense or Hard soil 5.95 157.16 Cumt.

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 5.95 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 14.85 6507.95 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. 13.50 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 9.00 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 134.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 3.35 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 3.35 92.20 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Shreeji Glass Shop, At. Manavadar

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. (B) Dense or Hard soil 5.95 157.16 Cumt.

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 5.95 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 14.85 6507.95 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. 13.50 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 9.00 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 134.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 3.35 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 3.35 92.20 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF BELA MESONRY STAIRS

LOCATION : W-5, Near Gunatit Jyot, High School Road, At. Manavadar

SCHEDULE - "B-37"

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. (B) Dense or Hard soil 5.58 157.16 Cumt.

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 5.58 3253.21 Cumt.

White Stone Bela mesonry block in course in superstructure with stone of

approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including

packing the joints etc. complete. 14.85 6507.95 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. 12.60 4152.60 Sqmt.

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm thick. 8.40 339.08 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws (A) Plain Grill. 134.00 106.23 Kg.

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt and 3.35 36.74 Sqmt

Item No. 8 mater and scoured with brushes fine steel wool, scrapers and

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade including

cleaning the surface an even shade including cleaning the surface of all dirt,

dust and other foreign matter. 3.35 92.20 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Manavadar Nagarpalika

Amreli Manavadar

Chief Officer President

Manavadar Nagarpalika Manavadar Nagarpalika

Manavadar Manavadar

MANAVADAR NAGARPALIKA - MANAVADAR

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF COMPOUND WALL

LOCATION : Smashan Side, At Manavadar

SCHEDULE - "B-38"

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. (B) Dense or Hard soil 43.35 157.16 Cumt.

Excavation for foundation depth from 1.5 mt. to 3.00 Mt. depth including

sorting out and stacking of useful materials and disposing of the excavated

stuff up to all lead. (C) Hard Murrum 14.45 287.21 Cumt.

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

Machine cut stone aggregate 40mm nominal size ) and curring complete