New Gujarat Pattern : 2025 - 2026 Construction of Library Building in Samsta Kukana Trust Prerit Bhagwan Birsa Munda Aadivasi Sanskruti Bhavan At Village Rumla. Taluka : Chikhli. District : Navsari.

Name of work : New Gujarat Pattern : 2025 -

Construction of Library Building in Samsta Kukana Trust Prerit Bhagwan Birsa

Munda Aadivasi Sanskruti Bhavan At Village Rumla.

Taluka : Chikhli. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total

estimated Amount

but may Item of work Unit according to

be more In words estimated

or less Rs. Ps. quantities

1 107.19 Cu.mt. Excavation for foundation up to 1.5 m 261.82 Rupees Two Cu.mt.

depth including sorting out and stacking of Hundred Sixty

useful materials and disposing off the Eighty Two

excavated stuff upto 50 Meter lead. (C) Hard Only

2 69.30 Cu.mt. Excavation for foundation for depth from 292.87 Rupees Two Cu.mt.

1.5 m to 3.0 m including sorting out and Two and Paise

stacking of useful materials and disposing Eighty Seven

off the excavated stuff up to 50 Meter lead.

(D) Soft Rock Not Requiring Blasting

3 70.60 Cu.mt. Filling available excavated earth (excluding 133.66 Rupees One Cu.mt.

rock) in trenches plinth, sides of foundations Three and Paise

etc. in layers not exceeding 20 cm. in depth Sixty Six Only

consolidating each deposited layer by

ramming and watering.

4 78.63 Cu.mt. Filling in foundation and plinth with 296.30 Rupees Two Cu.mt.

murrum or selected soil in layers of 20 cm.

thickness including watering, ramming and Thirty Only

consolidating etc. complete.

5 10.40 Cu.mt. Providing and laying Cement Concrete 3713.67 Rupees Three Cu.mt.

1:2:4 (1- Cement : 2- Coarse sand : 4- graded Seven Hundred

stone aggregates 20 mm nominal size) and Thirteen and

curing complete excluding cost of formwork Seven Only

in (A) Foundation and Plinth

6 26.53 Cu.mt. Providing and laying Controlled Cement 4448.35 Rupees Four Cu.mt.

Concrete M.250 and curing complete the Hundred Forty

cost of formwork but excluding Eight and Paise

reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of

columns and Mass concrete.

7 6.88 Cu.mt. Providing and laying Controlled Cement 8393.05 Rupees Eight Cu.mt.

Concrete M.250 and curing complete Thousand

including the cost of form work but Ninety Three

excluding cost of reinforcement for and Paise Five

reinforced concrete work For Column up to Only

8 18.29 Cu.mt. Providing and laying Controlled Cement 6328.76 Rupees Six Cu.mt.

Concrete M.250 and curing complete the Three Hundred

cost of formwork but excluding Twenty Eight

reinforcement for reinforced concrete work

in (D) Columns, Pillars Posts and Struts, Only

up to Floor Two Level.

9 3.72 Cu.mt. Brick work using common burnt clay 4121.55 Rupees Four Cu.mt.

building brick having crushing strength not Hundred

less than 35 kg / sq. cm. in Foundation and Twenty One

and Paise Fifty

Plinth in Cement Mortar 1:6 (1-Cement : 6- Five Only

Fine Sand) (B) Convention

10 26.57 Cu.mt. Providing and laying Cement Concrete 3713.67 Rupees Three Cu.mt.

1:2:4 (1- Cement : 2- Coarse sand : 4- graded Seven Hundred

stone aggregates 20 mm nominal size) and Thirteen and

curing complete excluding cost of formwork Seven Only

in (A) Foundation and Plinth

11 18230.42 Kg. Providng TMT Bars renforcement of FE 500 77.29 Rupees Seventy Kg.

Seven and Paise

/ 500D for R.C.C. work including bending

binding and placing in position complete For Only

12 10.35 Cu.mt. Providing and laying Controlled Cement 8353.39 Rupees Eight Cu.mt.

Concrete M.200 and curing complete the Three Hundred

cost of formwork but excluding Fifty Three and

reinforcement for reinforced concrete work

in (D) Columns, Pillars Posts and Struts, up

to floor two level. (A) Ground Floor

13 4.18 Cu.mt. Providing and laying Controlled Cement 7768.92 Rupees Seven Cu.mt.

Concrete M.200 and curing complete the Seven Hundred

cost of formwork but excluding Sixty Eight and

reinforcement for reinforced concrete work

in (D) Columns, Pillars Posts and Struts, up

to floor two level. Perapet

14 18.29 Cu.mt. Providing and laying Controlled Cement 6957.56 Rupees Six Cu.mt.

Concrete M.200 and curing complete the Thousand Nine

cost of formwork but excluding Seven and Paise

reinforcement for reinforced concrete work Fifty Six Only

in (C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever up to

floor two level. (A) Ground Floor Slab

15 1.49 Cu.mt. Providing and laying Controlled Cement 6663.98 Rupees Six Cu.mt.

Concrete M.200 and curing complete the Hundred Sixty

cost of formwork but excluding Three and Paise

reinforcement for reinforced concrete work Ninety Eight

in (C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever up to

floor two level. (A) First Floor Slab Beam

16 0.64 Cu.mt. Providing laying controlled Cement 9539.56 Rupees Nine Cu.mt.

Concrete M 200 R.C.C lintel including Thousand Five

finishing smooth with, curing etc. complete Nine and Paise

including the cost of formwork but excluding Fifty Six Only

the cost of reinforcement

17 22.21 Cu.mt. Providing and laying Controlled Cement 6709.87 Rupees Six Cu.mt.

Concrete M.200 and curing complete the Seven Hundred

cost of formwork but excluding Nine and Paise

reinforcement for reinforced concrete work Eighty Seven

in (C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever up to

floor two level. Slab, Chajja

18 1.69 Cu.mt. Providing and laying Controlled Cement 6750.84 Rupees Six Cu.mt.

Concrete M.200 and curing complete the Seven Hundred

cost of formwork but excluding Fifty and Paise

reinforcement for reinforced concrete work Eighty Four

in (C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever up to

floor two level. Cabin

19 1.83 Cu.mt. Providing and laying Controlled Cement 7536.22 Rupees Seven Cu.mt.

Concrete M 200 and curing complete Hundred Thirty

including the cost of formwork but excluding Six and Paise

the cost of reinforcement for reinforced Only

concrete work in R.C.C. Stair Cases

20 46.90 Cu.mt. Brick work using hydraulically pressed 4403.40 Rupees Four Cu.mt.

common burnt clay building brick having Thousand Four

crushing strength not less than 35 kg / and Paise Forty

sq.cm. in Super Structure above plinth level Only

up to floor two level in Cement Mortar 1:6

(1 - Cement : 6 - Fine Sand) (B) Convention

For Ground Floor.

21 22.18 Sq.mt. Half Brick Masonry in common brunt clay 679.80 Rupees Six Sq.mt.

building bricks having crushing strength not Seventy Nine

less than 35 Kg/Sq.cm. in Cement mortar 1:3 and Paise

(1-Cement : 3-coarse sand) with 2 Nos of Eighty Only

6mm Mild steel round bars after every three

course embedded in Cement Mortar in

foundation and plinth (B) Conventional

22 24.30 Sq.mt. Providing and laying Machine cut, Free 2492.28 Rupees Two Sq.mt.

edges, Machine polished Granite Stone Slab Thousand Four

18 mm thick Single Piece For doors and Two and Paise

Windows Cill and Jambs Cladding as per Twenty Eight

design including Full moulded Round front Only

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.

23 11.76 Sq.mt. Providing and fixing 35mm thick Factory 2152.31 Rupees Two Sq.mt.

made Moulded Door Shutter consisting of

solid core single/two leaf flush door of Two and Paise

30mm thickness, lipped with 15mm (5mm x Thirty One Only

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 limping

etc. complete as per direction of Engineer in

charge, manufacture’s specification and

24 12.72 Sq.mt. Providing and fixing window having 1583.96 Rupees One Sq.mt.

extruded aluminium Colour Anodized Hundred Eighty

Section Frame main outer size 95mm x Three and Paise

24mm x 1.17mm @ wt. of 0.738 Kg / mt , Ninety Six Only

horizontal Three track member size 92mm x

vertical member of size 92mm x 31.75mm x

1.50mm @ Wt. 1.06 Kg / mt with sliding

shutters of horizontal member size 40mm x

vertical member of size 40mm x 18mm x

1.29mm @ wt. of 0.456 Kg / mt / with 5mm

thick transparent bronze colour tinted float

glass with powder coated aluminium fittings

and fixtures and transparent silicon sealant

glass fixing to frame as per details etc.

25 216.00 Kg. Providing & fixing M. S. Grill / M. S. Door of 159.58 Rupees One Kg.

required pattern to wooden frames of

windows / brick masonry with necessary M. Fifty Eight Only

S. Angle, M. S. Pipe, M. S. Flats and other

structural steel at required spacing and

frame around 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.

26 535.04 Sq.mt. Providing 15mm thick Cement Plaster in 176.10 Rupees One Sq.mt.

single coat on Rough (Similar)side of single Hundred

Seventy Six and

or half brick walls for interior plastering up Paise Ten Only

to floor two level and finished even and

smooth in (ii) Cement mortar 1:4 (1-cement

27 168.95 Sq.mt. Providing 10mm thick Cement Plaster in 145.12 Rupees One Sq.mt.

single coat on brick/concrete wall for Five and Paise

interior plastering finished even and smooth Twelve Only

(ii) cement mortar 1:3 (1 cement : 3 sand)

and mala travel finished etc. complete.

28 296.41 Sq.mt. 20mm thick Sand Faced Cement Plaster 339.15 Rupees Three Sq.mt.

with on wall up to all height above ground Nine and Paise

level consisting 12 mm thick backing coat of Fifteen Only

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

29 154.31 Sq.mt. Providing & Laying 24" x 24" Vitrified 1053.32 Rupees One Sq.mt.

8mm thick Tile Flooring over 20mm Thousand Fifty

Three and Paise

(average) base of cement mortar 1:6 (1 Thirty Two

cement : 6 coarse sand) on new surface or Only

fixing on existing flooring by adhesive

material including dismantling of existing

flooring and jointed with colour cement

slurry including finished with flush pointing

& cleaning the surface etc. complete For

30 20.35 Sq.mt. Providing and laying White Glazed Tiles 1058.21 Rupees One Sq.mt.

6mm thick in skirting risers of steps and Thousand Fifty

Eight and Paise

dado on 10mm thick cement plaster 1:3 (1- Twenty One

cement : 3-coarse sand) and jointed with Only

white cement slurry

31 23.88 Sq.mt. Providing and laying Polished Kota Stone 1010.92 Rupees One Sq.mt.

Slab flooring over 20mm (Average) thick and Paise

base of cement mortar 1:6 (1-cement : 6- Ninety Two

coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - Only

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

32 177.12 Sq.mt. Providing and laying Broken Chine Mosaic 765.97 Rupees Seven Sq.mt.

Flooring For Terrace using 12 mm to

mm broken pieces of glazed tiles to be laid Ninety Seven

over cement mortar 1:3 to plain or slope and Only

to be tempered to bring mortar creme out

upto surface using white cement including

rounding off junctions and extending them

upto 15 cmalong the wall, clearing with

water and oxalic acid etc. as directed.

33 177.12 Sq.mt. (A) Providing and laying Internal Cement 898.50 Rupees Eight Sq.mt.

Based Water Proofing Treatment Hundred Ninety

Eight and Paise

including preparation of surface as required Fifty Only

for treatment of roofs, balconies, terrace, etc.

consisting of following operations. (a)

Applying and grouting a slurry coat of neat

cement using 2.75 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 treatment. (b) Laying cement

concrete using Brocken bricks/brickbats

mm to 100 mm size with 50% of cement

mortar 1:5 admixed with proper water

proofing compound confirming to IS :

over 20 mm thick layer of cement mortar of

mix 1:5 admixed with proprietary water

proofing compound confirming to IS :

to required slope and treating similarly the

adjoining walls up to 300 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 : 2645. (d) Finishing the

surface with 20 mm thick join less cement

mortar of mix 1:4 admixed with proprietary

water proofing compound confirming to IS :

2645. and finally finishing the surface with

34 296.41 Sq.mt. Finishing wall with weather proof exterior 117.41 Rupees One Sq.mt.

emulsion paint on wall surface (two coats) Hundred

to give an required shape even shade after Paise Forty One

thoroughly brushing the surface to remove Only

all dirt, and remains of loose powdered

materials. etc complete.

35 703.99 Sq.mt. Wall Painting (two coats) with plastic 86.60 Rupees Eighty Sq.mt.

emulsion paint of approved brand and Six and Paise

manufacture on undecorated wall surface to

give an even shade including thoroughly

brushing the surface free from mortar

droppings and other foreign matter and

sand papered smooth along ceilings and

36 15.00 Rmt. Providing & laying and jointing in true line 447.73 Rupees Four Rmt.

and level 40 mm dia UPVC Pipe (SCH-40)

Seven and Paise

line including fitting make or equivalent as Seventy Three

approved by engineer in charge the pipe Only

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)

37 20.00 Rmt. Providing & laying and jointing in true line 91.84 Rupees Ninety Rmt.

and level 25 mm dia UPVC Pipe (SCH-40)

line including fitting make or equivalent as Only

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)

38 15.00 Rmt. Providing & laying and jointing in true line 72.65 Rupees Seventy Rmt.

and level 15 mm Dia UPVC Pipe (SCH-40)

Sixty Five Only

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)

39 2.00 No. Providing and fixing Wash Down Water 3998.03 Rupees Three No.

Closet (European Type, W.C. Pan) with

integral P or S trap including jointing the Eight and Paise

trap with soil pipe in Cement Mortar 1:1 (1- Three Only

Cement : 1-fine sand) including 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 including of Providing and fixing

Litres low level flushing cistern with a pair,

of C.I. or Mild brackets, complete with

fittings such as lead valve less siphon, 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

40 2.00 No. Providing and fixing Washbasin with single 1882.71 Rupees One No.

hole for pillar tap with C.I. or M.S. brackets

painted white including setting holes and Two and Paise

making good the Providing and fixing C.P. Seventy One

brass waste for washbasin or sink. (A) Only

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 550mm x

400mm size. (i) In white colour.

41 4.00 No. Providing and fixing Screw Down Bib Taps 186.83 Rupees One No.

of following size. (B) Brass chromium plated Six and Paise

screws down Bib Tap. (i) 15mm dia Only

42 4.00 No. providing and fixing Cast Iron (Spun) 629.39 Rupees Six No.

Nanhi Trap of the following nominal dia of Twenty Nine

self cleaning design with C L screwed down and Paise

of hinged grating including cost of cutting

and making good the walls floos 100mm

inlet and 50mm out let etc complete.

43 2.00 No. Providing and fixing Chromium Plated Brass 263.72 Rupees Two No.

half trun flush cock of approved quality

Three and Paise

including fixing in pipe line etc. complete. Seventy Two

(ii) 25mm dia. Only

44 4.00 No. Providing and fixing S.W. Gully Trap with 1246.92 Rupees One No.

C.I. grating brick masonry chamber and Thousand Two

water tight C.I. cover with frame of 300 mm Six and Paise

x 300 mm size (inside) with standard Ninety Two

weight. (i) Square mouth traps. (B) 150mm Only

x 100mm Size P or R Type

45 20.00 No. providing and fixing Cast Iron Spigot and 741.01 Rupees Seven No.

Socket soil waste and ventilating pipe of the One and One

following nominal size 75 mm dia.

46 15.00 No. providing and fixing Cast Iron Spigot and 892.39 Rupees Eight No.

Socket soil waste and ventilating pipe of the Thirty Nine

following nominal size 100 mm dia.

47 2.00 No. Providing and Fixing in Position Cowl Vent 505.18 Rupees Five No.

to Pipe (II) 100mm Eighteen Only

48 9.00 No. Providing and fixing G.I. Rain Water Spout 101.91 Rupees One No.

of 50mm dia. and 30cm. length. Only

49 2.00 No. Constructing Brick Masonry Chamber for 2932.93 Rupees Two No.

underground C.I. Inspection chamber and

bends with bricks having crushing strength Two and Paise

not less than 35Kg. Cm in C.M. 1:5 C.I. cover Ninety Three

with frame (Light duty) 455mm x 610mm

internal dimensions total weight of cover

with frame to be not less than 38Kg. (Wt. of

cover 23Kg. and Wt. of frame 15Kg.) (R.C.C.

top slab 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 455mm x

610mm and 450mm deep for single pipe

50 2000.00 Ltr. Providing erecting and fixing double coated 3.95 Rupees Three Ltr.

ISI Water Tank of required capacity each and Paise

with all necessary fittings and connection Only

etc. complete on terrace

Rupees Thirty Six Lakhs Twenty Four Thousand Nine Hundred Thirty Seven and Paise Eighty Only

Deputy Executive Engineer, Executive Engineer,

Panchayat ( R & B ) Sub Division, Panchayat ( R & B ) Division,

Chikhli. Navsari.

I / we am / are willing to carry out the work at ___________________________ % Above / Below percent

(Should be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender

works out as under :

* Estimated Amount * Estimated Amount

Put to Tender Rs. 3624937.8 Put to Tender Rs.

Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________

Net Rs. _________ Total Rs. _________

Note 1. All works shall be carried out as per Public Works Department Handbook and other specifications of

the Division or as directed.

Note 2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should

be struck by the contractor under his signature.

Note 3. Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site moisture, weather etc.

Note 4. To be continued on additional sheets, If found necessary.

Signature of the Contractor Signature of the Executive Engineer