PDI YOJNA 2025-26. Construction of Libarary Building at Village Abhankuva Ta.Uchchhal Dist.Tapi.

Name of Work:- PDI YOJNA 2025-26. Construction of Libarary Building at Village Abhankuva Ta. Uchchhal Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting out 78.95 Cum. 262.52

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 25.88 Cum. 291.10

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (D) Soft rock not requiring

3 Filling available excavated earth (excluding rock in trenches plinth, 52.41 Cum. 133.66

slides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering)

4 Filling in foundation and plinth with murrum or selected soil in 58.46 Cum. 296.30

layers of 20cm thickness including watering ramming and

consolidating etc. complete

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 16.57 Cum. 3786.47

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

and curing complete excluding cost of formwork in (A) Foundation

and Plinth (more than 10 ton)

6 Providing and laying controlled cement concrete M- 250 and 14.22 Cum. 4673.88

curing complete including the cost. of form work but excluding the

cost of reinforcement for reinforced concrete work in (A)

Foundations footing base of columns and the like and mass

7 Providing and laying controlled cement concrete M-250 and 3.69 Cum. 9103.09

curing complete including the cost of form work but excluding cost

of reinforcement for reinforced concrete work for Column upto

8 Providing laying controlled cement concrete M 250 and curing 9.81 Cum. 6412.67

complete including the cost of formwork but cost of form work but

excluding the cost of reinforcement of reinforced concrete work in

(C) Beams, Girders and Cantileve for GF

9 Brick work using common burnt clay building brick having 3.27 Cum. 4121.55

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

plinth in cement mortar 1:6 ( 1 Cement: 6 fine sand) (B)

10 Providng TMT bars renforcement of FE 500/500D for R.C.C. work 8711.87 M.T. 77.29

including bending binding and placing in position complete for all

11 Providing and laying controlled cement concrete M.200 and curing 6.31 Cum. 9066.17

complete the cost of formwork but excluding reinforcement for

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

upto floor two level. (more than 10 ton)

12 Providing and laying controlled cement concrete M.200 and curing 0.76 Cum. 9107.17

complete the cost of formwork but excluding reinforcement for

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

upto floor two level. (more than 10 ton)

13 Providing and laying controlled cement concrete M.200 and curing 9.61 Cum. 6824.99

complete the cost of formwork but excluding reinforcement for

reinforced concrete work in (C) Slabs, landing, shelves,

Balconies, Lintels, Beams, Girders and Cantilever upto floor two

level. (more than 10 ton)

14 Providing laying controlled cement concrete M 200 R.C.C lintel 0.57 Cum. 9510.72

including finishing smooth with,curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

15 Providing and laying controlled cement concrete M.200 and curing 12.94 Cum. 7042.73

complete the cost of formwork but excluding reinforcement for

reinforced concrete work in (C) Slabs, landing, shelves,

Balconies, Lintels, Beams, Girders and Cantilever upto floor two

level. (more than 10 ton

16 Brick work using hydraulically pressed common burnt clay 39.88 Cum. 4403.40

building brick having crushing strength not less than 35 kg/sq. cm.

in super structure above plinth level up to floor two level in cement

mortar 1:6 ( 1 Cement: 6 fine sand) (B) Convention for G.F

17 Half brick masonry in common brunt clay building bricks having 14.43 Sqmt 679.80

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

1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel

round bars after every three course embedded in Cement Mortar

in foundation and plinth (B) Conventional

18 Providing and laying Machine cut, Free edges, Machine polished 28.48 Sqmt 2496.83

Granite stone slab 18 mm thick Single Piece For doors and

Windows Cill and Jambs Cladding as per design including Full

moulded Round front edge and 1 cm nosing and laid on 20 mm

thick cement mortar 1:6 (1 cement : 6 coarse sand) and jointed

with gray cement slurry including rubbing and polishing etc.

19 Providing and fixing 35mm thick factory made moulded door 16.51 Sqmt 2152.31

shuter consisting of solid core single/two leaf flush door of 30mm

thickness, lipped with 15mm (5mm x 3) thick x 30mm width on

one stiles and top rail and 10mm (5mm x 2) thick x 30mm width

on the other stiles and bottom rails. The inner panel laminated

with 2mm thick termite proof, water proof and fire resistant

moulded PVC sheet with 2,4,6 raised panel design in different

plain and /or prelim colours on one side after routing the moulded

design on flush door and 2mm plain and/or prelim PVC sheet on

other side using rubber adhesive on flush door and solvent

cement adhesive on the PVC liping etc. complete as per direction

of Engineer in charge, manufacture’s specification and drawing.

20 Providing and fixing window having extruded aluminum Colour 11.16 Sqmt 1583.96

anodized section frame main outer size 95mm x 24mm x 1.17mm

@ wt.of 0.738 Kg/mt , horizontal Three track member size 92mm

x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of size

92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

shutters of horizontal member size 40 mmx18mm x1.29mm @

wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x

mm @ wt.of 0.456Kg/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

21 Providing & fixing M.S. grill / M.S. door of required pattern to 216.00 kg 169.68

wooden frames of windows/ brick masonry with necessary M.S.

angle, M.S. pipe, M.S. flats and other structural steel at required

spacing and frame alround square or round bars with round

headed bolts and nuts or by screws (Plain Grills) Including primer

coat of approved quality and two coats of oil paintings etc.

complete as directed.

22 Providing 15mm thick cement plaster in Single coat on 363.55 Sqmt 172.84

brick/conceret wall for interior plastering finished even and

smooth (ii) cement mortar 1:4 (1-cement : 4-sand) and mala

provel finished etc. competle for (G.F.)

23 Providing 10mm thick cement plaster in single coat on 115.57 Sqmt 144.80

brick/conceret wall for interior plastering finished even and

smooth (ii) cement mortar 1:3(1 cement:3 sand) and mala trovel

finished etc. complete.GF

24 20 mm thick sand faced cement plaster with on wall upto all 180.28 Sqmt 337.53

height above ground level consisting 12 mm thick backing coat of

c.m. 1:3 (1 cement : 3 sand ) and 8 mm thick finishing coat of cm

1:1 (1 cement : 1 sand) etc. complete.all height etc. complete

25 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 193.92 Sqmt 1059.84

(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 (more than 10 ton)

26 Providing and laying polished Kota stone slab flooring over 20mm 11.68 Sqmt 1015.82

(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)

27 Providing and laying broken chine mosaic flooring for terrace 110.36 Sqmt 765.98

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.

28 (A) Providing and laying internal cement based water proofing 110.36 Sqmt 898.50

treatment including preparation of surface as required for tretment

of roofs, balconies, terrace,etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using

kg/sqm of cement admixed with proprietary water proofing

compound conforming to IS : 3645 over the R.C.C. slab including

cleaning the surface before tretment.

(b) Laying cement concrete using brocken bricks/brickbats 25 mm

to 100 mm size with 50% of cement mortar 1:5 admixed with

proper water proofing compound confirming to IS : 2645 over

mm thick layer of cement mortar of mix 1:5 admixed with

proprietary water proofing compound confirming to IS : 2645 to

required slope and treting simillary the adjoining walls up to

mm height including of junction of walls and slabs.

(c) After two days of proper curing applying a second coat of

cement slurry admixed with proprietary water proofing compound

confirming to IS :

(d) Finishing the surface with 20 mm thick joinless cement mortar

of mix 1:4 admixed with proprietary water proofing compound

confirming to IS : 2645. and finally finishing the surface with neat

cement slurry and making of 300 x 300 mm square.

(e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curring and for final test. all

above operations to be done in order and as directed and

specified by the Eng-in-charge.

29 Finishing wall with water proofing cement paint of on wall surface 180.28 Sqmt 117.41

( Two coats) to give an approved brand manufacture and of

requred shape even shade after throughtly brushing of loose

powered materials.

30 Wall painting (two coats) with plastic emulsion paint of approved 479.13 Sqmt 86.93

brand and manufacture with 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 along ceilings and sloping roofs.

31 Providing & laying and jointing in true line and level 40 mm dia 5.00 RMT 447.73

UPVC pipe (SCH-40) line including fitting make or equivalent as

approved by engineer in charge the pipe shole be fixed on wall

with the hel of clam at every two mtr center to center or shall be

conseled as direct including necessesary fitting etc including

testing of pipe and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 40 mm OD pipe

32 Providing & laying and jointing in true line and level 25 mm dia 15.00 RMT 91.84

UPVC pipe (SCH-40) line including fitting make or equivalent as

approved by engineer in charge the pipe shole be fixed on wall

with the hel of clam at every two mtr center to center or shall be

conseled as direct including necessesary fitting etc including

testing of pipe and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 25 mm OD pipe

33 Providing & laying and jointing in true line and level 15 mm dia 15.00 RMT 72.65

UPVC pipe (SCH-40) line including fitting make or equivalent as

approved by engineer in charge the pipe shole be fixed on wall

with the hel of clam at every two mtr center to center or shall be

conseled as direct including necessesary fitting etc including

testing of pipe and jointes and fixin the sam with adhesive solvent

including cost of matarial (A) 15 mm OD pipe

34 Providing and fixing wash down water closet (European type, 4.00 Nos 3998.03

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. (B) Black plastic

seal and cover inculding of 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 . (A) vitreous China Pattern :(i) in white colour

35 Providing and fixing washbasin with single hole for pillar tap with 4.00 Nos 1999.97

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.

36 Providing and fixing screw down bib taps of following size.(B) 4.00 Nos 186.83

Brass chromium plated screws down Bib Tap. (i) 15mm dia.

37 Providing and fixing chromium plated brass half trun flush cock of 4.00 Nos 263.78

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

38 providing and fixing cast iron(spun) nanhi trap of the following 6.00 Nos 635.91

nominal dia of self cleaning design with C L screwed down of

hinged grating including cost of cutting and making good the walls

floos 100 mm inlet and 50 mm out let etc complete

39 Providing and fixing S.W. gully trap with C.I. grating brick masonry 2.00 Nos 1246.92

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

40 providing and fixing cast iron spigot and socket soil waste and 15.00 RMT 741.01

ventilating pipe of the following nominal size 75 mm dia.

41 providing and fixing cast iron spigot and socket soil waste and 15.00 RMT 892.39

ventilating pipe of the following nominal size 100 mm dia..

42 providing and fixing in position cowl vent to pipe (II) 100mm 4.00 Nos 505.18

43 Providing and fixing G.I. Rain water spout of 50mm dia. and 2.40 RMT 101.91

44 Constructing brick masonry chamber for underground C.I. 1.00 Nos 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.

45 Constion of Khar kuva of external dimentions 2.9 x 1.98 x 1.5 mt. 1.00 Nos 37476.05

depth with 1:3:6 PCC along with 0.23 mt thk. brickwork, Top RCC

Slab of 2.6 x 1.7 mt. along with 15 mm plaster on inside faces

with nacessary CI MH, Inlet outlet arrengments, 2 nos of CI

Inspection chamber & provideing a soak pit of 5.0 cmt Volumn.

The Soakpit shall be filled with brick bats with dry masonary work

upto top for 45 cm and it should be coverd with Man Hole. The

entire work is to be executed according to the nstructions, given

by the Engineer Incharge.

46 Providing erecting and fixing double coated ISI water tank of 1000.00 Liter 3.95

required capacity each with all necessary fittings and connection

etc. complete on terrace

47 Table: Top surface of the table shall be made of high quality 6.00 Nos 11615.00

Three layer prelaminated particle board medium density U.V

board of 25 mm thickness . Finish all component in U.V board.

Wire management shall be provided. Keyboard tray shall be

provided with channels for easy movement. Table shall also

contain 3 drawers on one side with centralized lock system.

Overall product dimensions: 1200 mm (W) x 750 mm (D) x

48 Plastic Chair 20.00 Nos 3272.40

Providing and supplying Nilkamal or other brand Signature Chair

With Metalic Look and Light Beige Cushion Width 54.80cm Depth

55.50cm,Height 80.8cm Wight 5.20kg or More should be

provided in the chairs etc. complete etc. Complited with All

Taxes as per chair of approved make from GODREJ,

FEATHERLITE, GEEKEN, as directed and approved by the

Engineer in Charge.

49 Providing & Supplying S. S. Waiting Chair Three Seater the 1.00 Nos 15028.80

seat should be made by high quality cold rolling S. S. plate,

legs, arms & back rest are all S. S. as per image & work shall be

done as per drawing or directed by as per Engineer in Charge.

50 Providing & Supplying Steel Storewells (Godrej Make) having 1.00 Nos 18058.80

dimensions - 900 (W) X 507 (D) X 1950 (L) mm made up of

gauge M. S. Steel Section, with 04 Nos. adjustable shelves, good

quality locking system, powder coated etc. complete including All

Taxes as per image & sample approved and etc. Complited with

All Taxes as directed by the Architect and approved by the

Engineer in Charge.

51 Providing & Supplying Files Storage Racks - Record Rooms 7.21 Sqmt 1818.00

having size -2.00 X 0.91 X 0.40 M, made out by M.S. slotted

angle of 40 x 40 mm (2.5Kg/pcs.) with M.S. sheet (3Kg/pcs.) for

partitions shelves - 07 nos, shelves and depth 380mm, including

Labour, material etc. complete including All Taxes as directed by

the Architect and approved by the Engineer in Charge

I / Weam / are willing to carryout the work at…………………. % 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 Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

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 bemade.

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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division