Construction of Gram Panchayat Building at Village (1) Vankaner & (2) Makvana na Varuna of Sukhsar Taluka under CDP-5 Yojana 2025-26. Package No.6. Dist.Dahod. (Total 02 Works)

No. figures Amount

Civil Work

1 Excavation for foundation upto 1.5 m depth including sorting 112.64 CMT. 160.89

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (B) Dense or Hard Soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 102.06 CMT. 174.56

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense and Hard Soil

3 Filling available excavated earth (excluding rock in trenches 168.16 CMT. 137.47

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each deposited layer by ramming and

ramming & consolidation etc. complete.

5 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 21.98 CMT. 3841.72

coarse sand : 4- hand Machine crushed stone aggregates

mmnominal size) and curing complete including cost of formwork

in (A) PCC

6 Providing and laying controlled cement concrete M.250 and 29.16 CMT. 4703.64

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in foundation,

footings base of column and mass concrete. (A) Footing

7 Providing and laying controlled cement concrete M.250 and 7.04 CMT. 8929.41

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Column D) Column, Pillers, posts and struts , upto Plinth

8 Providing and laying controlled cement concrete M.200 and 8.14 CMT. 8884.97

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Column D) Column, Pillers, posts and struts, upto Ground Floor

9 Providing and laying controlled cement concrete M.200 and 6.82 CMT. 8925.37

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Column D) Column, Pillers, posts and struts, upto First Floor

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying controlled cement concrete M.250 and 14.54 CMT. 6817.50

curing complete inculding the cost of formwork but Excluding the

cost of the cost of reinforcement for reinforced concrete work in

Beams. (E) Beam, upto Plinth

11 Providing and laying controlled cement concrete M.200 and 11.30 CMT. 6770.03

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Beams,(E) Beam, Ground Floor

12 Providing and laying controlled cement concrete M.200 and 8.30 CMT. 6810.43

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Beams,(E) Beam, First Floor

13 Providing and laying controlled cement concrete M.200 and 11.48 CMT. 6309.47

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Slab,All Thickness (C) Slab upto Plinth and Ground Floor

14 Providing and laying controlled cement concrete M.200 and 8.94 CMT. 6349.87

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All Types of

Slab,All Thickness (C) Slab First Floor

15 Providing and laying controlled cement concrete M.200 and 4.20 CMT. 6969.00

curing complete inculding the cost of formwork and Excluding

reinforcement for reinforced concrete work in All Types of Stair

16 Providing and laying controlled cement concrete M.200 and 1.90 CMT. 7745.69

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in Lintel upto

Ground Floor

17 Providing and laying controlled cement concrete M.200 and 1.82 CMT. 7786.09

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in Lintel First

18 Providing and laying controlled cement concrete M.200 and 1.80 CMT. 6986.17

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in Chajja.

Upto Ground Floor

19 Providing and laying controlled cement concrete M.200 and 2.56 CMT. 7026.57

curing complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in Chajja. First

20 Providing TMT Bar FE 500D reinforcement for R.C.C. work 11368.00 Kg . 77.54

including bending, binding and placing in position complete upto

floor two level,Ground Floor, First Floor , Second Floor, Third

Floor, Terrace Floor (all floor).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Brick work using common brunt clay building bricks having 45.10 CMT. 4141.66

crushing strength not less than 35 kg/sqcm. in superstructure

above plinth level upto floor two level in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional Ground Floor

22 Brick work using common brunt clay building bricks having 43.60 CMT. 4180.17

crushing strength not less than 35 kg/sqcm. in superstructure

above plinth level upto floor two level in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional First Floor

23 Half brick masonry in common brunt clay building bricks having 59.10 SMT. 709.10

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:3 (1- Cement : 3 -coarse sand ) in (B) Conventional Ground

24 Providing 15mm thick cement plaster in single coat on Rough 384.92 SMT. 179.56

(Similar)side of single or Full/half brick walls for interior

plastering upto floor two level and finished even and smooth in

(ii) Cement mortar 1:3 (1-cement :3-sand) Ground Floor

25 Providing 15mm thick cement plaster in single coat on Rough 282.80 SMT. 204.02

(Similar)side of single or Full/half brick walls for interior

plastering upto floor two level and finished even and smooth in

(ii) Cement mortar 1:3 (1-cement :3-sand) First Floor

26 Providing & laying10 mm. thick cement plaster in single coat on 142.92 SMT. 162.12

fair side of ceilings for interior plastering upto floor two level and

finishing with smooth mala plaster.(i) Cement mortar 1:3 (1

cement : 3 sand) Ground Floor

27 Providing & laying10 mm. thick cement plaster in single coat on 88.42 SMT. 186.58

fair side of ceilings for interior plastering upto floor two level and

finishing with smooth mala plaster.(i) Cement mortar 1:3 (1

cement : 3 sand) First Floor

28 20mm thick sand faced cement plaster on walls upto height 10 533.54 SMT. 353.98

metres above ground level consisting of 12mm thick backing

coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing

coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

29 Providing throating or plaster drip and moulding to R.C.C. 89.04 RMT. 44.07

30 Providing and laying polished Granite Slab 18mm thick in 21.86 SMT. 2483.59

Flooring laid 20mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand) and jointed with Grey Cement Slurry including full

molded round front edges , rubbing and polishing etc. complete.

31 Providing and laying polished Granite Slab 18mm thick in Risers 66.00 SMT. 2736.09

of steps Dedo, window sill, jembs and pillars laid 10 mm thick

Cement Mortar 1:4 (1-Cement : 4-Coarse Sand) and jointed with

Grey Cement Slurry including full molded round edges , rubbing

and polishing etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in 164.64 SMT. 1120.36

flooring treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with

flush pointing in white cement.Soluble Salt PVT. Tiles in All

33 Providing and laying Vitrified tiles 8 mm thick , 24'' x 24'' in 99.14 SMT. 1195.02

skrting risers of steps and dedo on 10mm thick cement plaster

1:3 (1-cement : 3-coarse sand) and jointed with white cement

slurry Soluble Salt PVT. Tiles in All Rooms.

34 Providing and fixing flush door both sides laminated andshutter 23.94 SMT. 3295.63

fabricated from 35 mm thick solid core malemine faced three

layered pre laminated flat pressed wood based exterior grade

bonded BWP/BWR synthetic resin having stamped IS

grade I type II including Stainless steel decorative type designs

fixtures / fastening 2Nos. Handles, 2Nos. Aldropes, towerbolt

etc.including I.T.W. triangular batten patti of size

30m.m.x30m.m.etc. as per architectural detailed drawing and as

directed by engineer in charge..

35 Providing and fixing FRP frame size 125x65 mm and 35mm thick 6.30 SMT. 2615.04

FRP shutter having extra reinforcement on sides & edges in

polish finish. The core of the shutter & frame is to be filed up with

injected polyurethene foam done in situ alongwith embedded

wooden pieces for stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are to be

inclusive of S.S hinges with necessary screws & alluminium S.S

fixtures & fastenings & fastener sleeve.

36 Providing and fixing window having extruded aluminum Colour 29.52 SMT. 1713.70

anodized section frame main outer size 63.50 x 38.10 x

mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size

61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of

Kg/mt with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size

Kg/mt with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc

complete for window.

37 Providing and fixing standared extruded of alluminium section of 1.44 SMT. 1175.56

size 63mm x 38.10mm x 1.2mm (Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

38 Providing and fixing M.S. grill of required pattern of windows etc. 850.03 Kg. 111.61

with M.S.. flats at required spacing and frame alround square or

round headed bolts and nuts or by screws.including applying a

priming coat of red lead paint and two coats of oil painting

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

39 Applying two coats of putty & two coats of primer of approved 667.80 SMT. 40.59

brand and manufacture on new wall surface to give an even

shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.

40 Applying two coats of Birla (white cement based) or (acrylic lapy- 231.40 SMT. 174.62

putty) or equivalent & two coats of primer of approved brand and

manufacture on new Ceiling surface to give an even shade

including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.

Ceiling painting (three coats) with plastic emulsion paint of

approved brand and manufacture on undecorated Ceiling surface

to give an even shade including throughly brushing the surface

free from mortar droppings and other foreign matter and sand

papered smooth.

41 Finishing wall with weather proof exterior emulsion paint on wall 533.60 SMT. 167.59

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. Priming: Apply a liberal

coat of exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended. Minimum 4-6 hours

duration is required between each coat of weather shield max

42 Providing and laying integral cement based water proofing 153.00 SMT. 925.16

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc. consisting of following

operations. (a) Applying and grouting a slurry coat of neat

cement u ',brick bats is finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with special water proofing

compound confirming to IS:2645 & top smooth finished with

trowel with false chequered marking of 300 mm.size.The

treatment is carried along

43 Providing and constructing sandwitch type Granite stone top & 4.20 RMT. 8461.78

bottom Kota Stone platform 0.6 mt. wide & 0.75 mt. height,

including front granite stone patti of 10 cm wide, vertical

partitions of Kota stone with cement Mortar(1:1) as required

comp as per

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Providing and fixing wash down water closet (European type, 4.00 No 4327.53

W.C. Pan) with integral P or S trap including jointing the trap with

soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal

and cover to be measured and paid for separately)(A) vitreous

China Pattern :(i) in white colour, Providing and fixing 12.5 Litres

low level flushing cistern with a pair, of C.I. or Mild brackets,

complete with fittings such as lead valve less syphon, 15mm

nom.nal size brass ball valve with polythene float, C.P brass

handle unions and couplings for connections, with inlet, outlet

and overflow pipes, 40mm dia.porcelain enamelled flush bend

including cutting holes in walls and making good the same

connecting the flush bend with cistern and closet (overflow pipe

to be measured and paid for separately)(A) Vitreous China (I) In

white colour, Providing and fixing plastic seat and cover for wash

down water closer with C.P. brass hinges and rubber buffers. (B)

Black plastic seal and cover, With Jet spray heavy duty with S.S.

Braided hose 60 cm long.

45 Providing and fixing washbasin with single hole for pillar tap with 4.00 No 2443.06

C.I. or M.S. brackets painted white including sutting holes and

making good the Providing and fixing C.P. brass waste for

washbasin or sink. (A) 32mmdia.,Providing and fixing pillar tap,

stop tap, bottle trap etc.

46 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 8.00 No 600.23

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.

47 Providing and fixing screw down bib taps of following size.(A) 20.00 No 186.83

Brass screw down bib tap polished bright. (i) 15mm dia.

48 Providing & fixing of overhead shower 80 mm (3”) dia with 3 flow 2.00 No 2030.10

with Overhead Shower arm 200 mm with wall flange complete (i)

15mm dia.,Providing and fixing brass screw down stop tap.(A)

49 Providing and fixing Kitchen sink with C.I. or M.S. brackets, 2.00 No 3204.92

painted white including cutting holes in walls and making good

the same (C) S.S. & Sink.(i) 450mm x 380mm x 150mm size

with Providing and fixing C.P. brass waste for washbasin or sink,

piller tap, stop tap, bottle trap etc.

50 Providing and fixing Gun metal check or non-return fullway wheel 4.00 No 420.63

valve. 25mm. dia.

51 Providing and fixing Gun metal check or non-return fullway wheel 4.00 No 663.43

valve. 40mm. dia.

52 Providing and fixing chromium plated brass half turn flush cock of 4.00 No 263.77

approved quality including fixing in pipe line etc. complete.(ii)

53 Providing and fixing ball cock of approved. quality as directed.(A) 4.00 No 132.89

Copper Metal (A) 25mm. dia.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

54 Providing laying and jointing in true line and level 15mm dia. 36.00 RMT. 72.65

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

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

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

55 Providing laying and jointing in true line and level 25mm dia. 44.00 RMT. 91.84

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

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

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

56 Providing laying and jointing in true line and level 50mm dia. 60.00 RMT. 195.67

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

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

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

57 Providing, laying and jointing in true line and level 110 diametre 56.00 RMT. 897.79

U.P.V.C (Type B) conforming to IS 13592-1992 with one end

plain and other end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each other with rubber

lubricant, pipe shall be fixed on wall using of PVC clamp of the

size 110 mm diametre x 149 mm length x 145 mm heigh at every

2000 mm center to center or shall be concealed in walls as

directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

58 Providing and fixing S.W. gully trap with C.I. grating brick 4.00 No 1246.92

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i) Square

mouth traps.(B) 150mm x 100mm size P or R type

59 Constructing Brick masonry road gully chamber 500mm x 6.00 No. 2017.19

450mm x 600mm including 500mm x 450mm C.I. horizontal

grating wih frame complete.

60 Constructing brick masonry chamber for underground C.I. 6.00 No 2932.93

Inspection chamber and bends with bricks having crushing

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

61 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm 12.00 No. 101.91

length etc.

62 Providing and fixing in position cowel went to pipes.(C) 100mm 4.00 No. 505.17

63 Providing erecting and fixing double coated PVC. (ISI) water 2000.00 Lit 3.95

tank of required capacity each with all necessary fittings and

connection etc. complete on terrace.

64 Providing and fixing mild steel section ladder of 0.90 mt wide and 2.00 No 20200.00

4.62 mt length including making waist of ladder with 4 nos. of

60x60x5 mm equal angle and 15 nos of steps of size 0.90 x

mt size with 25x25x5 mm outer frame and 9 nos. of 0.30 mt

length 20x20x3 mm section in short direction and at top 3 nos. of

15x2.5 mm flat 1.20 mt long welded in longer direction and

nos. of 25x25x5 mm section balustrade of 1.32mt length and

25mm dia mild steel galvanised pipe as hand rail welded and

applying priming coat of red lead and two coat of oil painting

including olacing and fixing in position including cutting groove in

walls and flooring and making good the same etc. complete.

65 Providing Sock pit of 5.0 Cum Volume (internal diameter of 1.50 2.00 No 25089.41

meter) including Excavation and filling brick bats with dry

masonary work attop for 45cm height including covering the top

with R.C.C. SLab with One Man hole and C.I. cover of 0.60 x

0.45m , including providing vatas in Cement Motar 1:3 with the

finishing curing and necessary connection with the septic tank

outlet etc complete as directed by Engineer in charged.

66 Providing septic tank of inside dimensions( 2.5 mt. x 2.0 mt.x 1.5 2.00 No 40919.14

mt.) as Directed by incharge with brick masonary of CM 1:6 the

foundation floor with 1:5:10 B.B.C.C. finished with 15 mm C.P. in

C.M. 1:4 root cover of R.C.C. slab inclunding connection pipe

from inlet and outlet etc.comp.

Total Amount TOTAL Rs.

Total Amount TOTAL Rs.

i.e. Rupees Forty Lakh(s) Forty Four Thousand Six Hundred Forty Six And Paise Fifty Nine Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Deputy Executive Engineer

Panchayat (R & B) Sub Division Godhra Electrical Sub Division

JHALOD R&B Deptt. Godhra

Divisional Account Officer Executive Engineer

Panchayat (R & B) Division Godhra Electrical Division Executive Engineer

DAHOD R&B Deptt. Godhra Panchayat (R & B) Division