TSP-NGP 2025-26 Construction Of Anganvadi at Moticher-3 Ta.Mandvi Di.Surat (2nd time)

Name of work:-TSP-NGP 2025-26 Construction Of Anganvadi at Moticher-3 Ta.Mandvi Di.Surat

Bill Of Quantities (A)

Percentage Rate Tender

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 68.07 CMT. 122.93

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil ( I ) 0 To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m depth 20.86 CMT. 136.47

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil ( II ) 1.5 To 3.0 MT Depth

3 Filling available excavated earth (Including rock in trenches 67.26 CMT. 136.91

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

in depth consolidating each deposited layer by ramming and

4 Providing & filling in plinth with murrum or yellow soil or 7.94 CMT. 301.77

selected soil in layers of 20 cm. Thickness. Incl. watering,

ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including watering 7.94 CMT. 481.80

ramming, consolidating and dressing complete

6 Providing and laying cement concrete 1:2:4 (1- Cement :2- 11.07 CMT. 3923.85

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete including cost of formwork in (A)

Foundation and Plinth (A) PCC

7 Providing and laying cement concrete M.200 and curing 8.46 CMT. 4563.18

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)

8 Providing and laying cement concrete M.200 and curing 2.25 CMT. 8001.22

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

9 Providing and laying cement concrete M.200 and curing 3.51 CMT. 8001.22

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

10 Providing and laying cement concrete M.200 and curing 0.31 CMT. 8124.06

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

11 Providing and laying cement concrete M.200 and curing 5.18 CMT. 6321.59

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

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

12 Providing and laying cement concrete M.200 and curing 4.92 CMT. 6321.59

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

13 Providing and laying cement concrete M.200 and curing 6.09 CMT. 6267.05

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

14 Providing and laying cement concrete M.200 and curing 0.10 CMT. 6897.30

complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in All

Thickness in Walls PARDI Ground Floor

15 Providing and laying cement concrete M.200 and curing 0.37 CMT. 5865.08

complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in Lintel

upto Ground Floor

16 Providing and laying cement concrete M.200 and curing 0.44 CMT. 6886.18

complete inculding the cost of formwork but Excluding the

cost of reinforcement for reinforced concrete work in Chajja.

Upto Ground Floor

17 Providing and fixing TMT bars Fe-500D steel reinforcement 3838.13 KG 77.30

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

position complete upto floor two level ,Ground Floor, First

Floor,Second Floor , Terrace Floor ,Lift Machine Floor (all

18 Brick work using common brunt clay building bricks having 9.22 CMT. 4214.32

crushing strength not less than 35 kg/sqcm. in foundation and

plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.

(B) Conventional Ground floor upto Plinth

19 Brick work using common brunt clay building bricks having 20.97 CMT. 4503.04

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

20 Brick work using common brunt clay building bricks having 1.81 CMT. 4545.16

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

21 Half brick masonry in common brunt clay building bricks 1.80 SMT 629.83

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

Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in

foundation and plinth (B) Conventional

22 Providing 15mm thick cement plaster in single coat on Rough 200.22 SMT 161.19

(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 1:4 (1-cement :4-sand) Ground Floor

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

23 Providing 15mm thick cement plaster in single coat on Rough 8.77 SMT 185.75

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

plastering and finished even and smooth in (ii) Cement mortar

1:4 (1-cement :4-sand) First Floor

24 Providing & laying 10 mm. thick cement plaster in single coat 52.96 SMT 148.31

on fair side of ceilings for interior plastering upto floor two

level and finishing with smooth mala plaster.(i) Cement

mortar 1:4 (1 cement : 4 sand) Ground Floor

25 20mm thick sand faced cement plaster on walls upto Any 107.78 SMT 315.68

height metres 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. Upto Ground Floor to

Terrace (LMR) Floor

26 Providing and laying Granite Slab 18mm thick in Flooring 3.75 SMT 2190.69

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.

27 Providing and laying Granite Slab 18mm thick in Risers of 12.87 SMT 2159.38

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.

28 Providing and laying polished Kota stone slab flooring over 4.07 SMT 1015.53

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

29 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 44.05 SMT 1120.36

24'' in flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement.

30 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24.43 SMT 1195.02

24'' in skrting risers of steps and dedo on 10mm thick cement

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

cement slurry,Soluble Salt Vitrified Tiles Flooring.

31 Providing and fixing flush door both sides laminated 9.83 SMT 2838.10

andshutter 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 12823 grade I type II including three coats of

lacquer polishing to exposed wooden surfaces and Stainless

steel decorative type designs fixtures / fastening 2Nos.

Handles, 2Nos. Aldropes, towerbolt etc. as per architectural

detailed drawing and as directed by engineer in charge..

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

32 Providing and fixing window having extruded aluminum 3.38 SMT 5629.41

Colour anodized section frame main outer size 66.00 x

x 1.50 mm(Wt 1.40 Kg / Rmt), horizontal two track member

size Both Side 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt),

with sliding shutters of horizontal member size 66.00 mm x

26.00 mm x 1.50mm (wt.of 0.90 Kg/mt), vertical member of

size 66.00 mm x 26.00 mm x 1.50mm (wt.of 0.90 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. Domal Section Window Track.

33 Providing and fixing standared extruded of alluminium section 0.36 SMT 1175.56

of size 63mm x 38.10mm x 1.2mm (Jindal Section :2434, @

Wt. 0.643 Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

34 Providing and fixing M.S. grill of required pattern of windows 50.70 KG 116.15

etc. 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 etc complete (A)Plain grill

35 Applying two coats of Birla (white cement based) or (acrylic 261.95 SMT 40.59

lapy- putty) or equivalent & two coats of primer of approved

brand and manufacture on new wall surface,Ceiling surface to

give an even shade including thoroughly brushing the surface

free from mortar dropping and other foreign matter and sand

papered smooth.

36 Wall painting (two coats) with plastic emulsion paint of 261.95 SMT 84.36

approved brand and manufacture on undecorated wall

surface,Ceiling surface to give an even shade including

throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

37 Providing & applying single coat of textured at external 107.78 SMT 546.41

surface at all floor levels with three coats of weather proof

cement exterior paint of approved standard brands make at

outer side of the building on RCC or Masonary walls. Rate to

include for all labour, materials, staging, scaffolding, cleaing,

curing etc. application of texture after throughly brushing the

surface to give an even shade free from mortar dropping/other

foreign matter etc. complete. application of textures & paints

must be as per company's standard instructions. Texture and

colour selection as per approved by engineer in charge.(It is

recommended to use low voc paints rated by IGBC) Unit

Rate of 1 Sq.Mt.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

38 Applying priming coat over new steel and other metel surface 3.38 SMT 128.62

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. and 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.

39 Providing and constructing sandwitch type Granite stone top 3.40 RMT 3459.25

& 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 instruction given by site in charge at all floors.

40 Providing and laying water proofing treatment cement 51.12 SMT 339.07

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.

41 Providing and laying broken chine mosaic flooring for 51.12 SMT 779.69

terrace using 12 mm to 20 mm broken pieces of glazed tiles

to be laid over cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto surface using

white cement including rounding off junctions and extending

them upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

42 Providing and fixing wash down water closet (European type, 1.00 No 1648.15

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)

inculding Providing and fixing plastic seat and cover for wash

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

(A) vitreous China Pattern :(i) in white colour

43 Providing and fixing washbasin with single hole for pillar tap 1.00 No 2165.90

with 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, capstan head, screw down high pressure with

screws, shanks and back nuts. (i) 15mm dia.,Providing and

fixing brass screw down stop tap.(A) 15mm dia..(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i)

In white colour.

44 Providing and fixing PVC SWR Nahni trap IS 14735 for drain 3.00 No 599.64

- 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

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

45 Providing and fixing screw down bib taps of following 4.00 No 186.83

size.(A) Brass screw down bib tap polished bright. (i)

46 Providing and fixing Gun metal check or non-return fullway 1.00 No 420.63

wheel valve. 25mm. dia.

47 Providing and fixing chromium plated brass half trun flush 1.00 No 263.77

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

48 Providing and fixing ball cock of approved. quality as 1.00 No 132.89

directed.(A) Copper Metal (A) 25mm. dia.

49 Providing laying and jointing in true line and level 15mm dia. 11.00 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.

50 Providing laying and jointing in true line and level 25mm dia. 10.00 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.

51 Providing, laying and jointing in true line and level 110mm 16.00 RMT 878.57

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using

of PVC clamp of the size 110 mm diametre x 149 mm length

x 145 mm heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost of all

52 Providing and fixing S.W. gully trap with C.I. grating brick 1.00 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

53 Constructing Brick masonry road gully chamber 500mm x 2.00 No 2017.19

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

grating wih frame complete.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

54 Constructing brick masonry chamber for underground C.I. 1.00 No 2932.93

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.

55 Providing laying (to level or slopes) and jointing reinforced 5.00 RMT 257.19

concrete Light duty non-pressure pipes I.S. class NP2 of the

following internal diameter with collars and butt ends

prepared for collar joints including testing of joints complete.

(B) 150 mm dia.

56 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 1.00 No 101.91

57 Providing and fixing in position cowel went to pipes.(C) 1.00 No 505.17

58 Providing erecting and fixing double coated PVC. (ISI) water 1000.00 Litr 3.94

tank of required capacity each with all necessary fittings and

connection etc. complete on terrace.

59 Wall painting cartoon types,ABCD,123,Animal 24.00 SMT 469.65

photos,Vegitables & fruit paiting 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.

Rupees Eleven Lakhs Sixty One Thousand Five Hundred Fourteen and Paise Eighteen Only

Deputy Executive Engineer

Panchayat (R&B) Sub-Division

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written

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

*Estimated amount *Estimated amount

Put To Tender Rs…..1161514.18 Put To Tender Rs…..1161514.18

Deduct ……. % below Rs……………………..…. Add ……. % Above Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer – In – Charge

for which no extra payment shall be made.

2 The labourcess 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 the reisa 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.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

Signature of the contractor Executive Engineer

કોન્ટ્રાકટરની સહી Panchayat (R&B) Division