New Gujarat Pattern : 2024-2025 Construction of New Store Room at Government Ayurvedic Hospital at Village Pati. District: Navsari. (3rd Re-invite)

Name of work : New Gujarat Pattern : 2024-2025

Construction of New Store Room at Government Ayurvedic Hospital at Village Pati.

Taluka : Khergam. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Total

Estimated Rates

Ite estimated Amount

m but may Item of work Unit according to

In figure estimated

No. be more In words

Rs. Ps. quantities

1 39.80 Cu.mt. Excavation for foundation up to 1.5 m depth 120.01 Rupees One Cu.mt.

including sorting out and stacking of useful Hundred Twenty

and One Paisa Only

materials and disposing off the excavated

stuff upto 50 Meter lead. (A) Loose or Soft

2 32.40 Cu.mt. Excavation for foundation for depth from 1.5 133.05 Rupees One Cu.mt.

m to 3.0 m including sorting out and stacking Hundred Thirty

Three and Paise

of useful materials and disposing off the Five Only

excavated stuff up to 50 Meter lead. (A)

Loose or Soft Soil.

3 10.80 Cu.mt. Providing and filling Rubbles including hand 1086.50 Rupees One Cu.mt.

packing and filling interstices with quarry Thousand Eighty

Six and Paise Fifty

spalls behind abutments and between Only

returns as directed.

4 71.20 Cu.mt. Filling available excavated earth (excluding 133.65 Rupees One Cu.mt.

rock) in trenches plinth, sides of foundations Hundred Thirty

Three and Paise

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

consolidating each deposited layer by

ramming and watering.

5 79.30 Cu.mt. Filling in foundation and plinth with 296.29 Rupees Two Cu.mt.

murrum or selected soil in layers of 20 cm.

thickness including watering, ramming and Twenty Nine Only

consolidating etc. complete.

6 4.90 Cu.mt. Providing and laying cement concrete 1:3:6 3060.65 Rupees Three Cu.mt.

(1-Cement : 3-Coarse sand : 6-Graded brick and Paise Sixty

bat aggregate 40mm normal size) and curing Five Only

complete excluding cost of formwork in (A)

Foundation and Plinth

7 6.40 Cu.mt. Providing and laying cement concrete 4685.39 Rupees Four Cu.mt.

1:1.5:3 (M-200) and curing complete Thousand Six

including the cost of form work and Five and Paise

excluding cost of reinforcement for Thirty Nine Only

reinforced concrete work in Foundations,

footings bases of columns and the like and

Mass concrete For Footing

8 1.70 Cu.mt. Providing and laying cement concrete 8465.82 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Sixty Five

including the cost of form work andexcluding and Paise Eighty

cost of reinforcement for reinforced concrete Two Only

work in Foundations, footings bases of

columns and the like and Mass Concrete for

Below Plinth Columns.

9 6.30 Cu.mt. Providing and laying cement concrete 5408.55 Rupees Five Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Eight and

including the cost of form work and Paise Fifty Five

excluding cost of reinforcement for

reinforced concrete work For Ground Beam.

10 6.90 Cu.mt. Brick work using common burnt clay 4121.55 Rupees Four Cu.mt.

building brick having crushing strength not Thousand One

less than 35 kg / sq. cm. in foundation and One and Paise Fifty

plinth in cement mortar 1:6 (1-Cement : 6- Five Only

Fine Sand) (B) Convention

11 6.10 Cu.mt. Providing and laying Cement Concrete 4756.09 Rupees Four Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Fifty Six

Including the cost of formwork and Excluding and Paise Nine

the cost of reinforcement for reinforced

concrete work in R.C.C. Plinth Slab.

12 2.10 Cu.mt. Providing and Laying Cement Concrete 8699.13 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Ninety

including the cost of form work but excluding Nine and Paise

cost of reinforcement for reinforced concrete

work For Column in (A) Ground Floor.

13 0.60 Cu.mt. Providing and Laying Cement Concrete 8739.53 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Thirty

including the cost of form work but excluding Nine and Paise

Fifty Three Only

cost of reinforcement for reinforced concrete

work For Column in (B) First Floor.

14 2.90 Cu.mt. Providing and Laying Cement Concrete 7059.90 Rupees Seven Cu.mt.

1:1.5:3 (M-200) and curing complete Nine and Paise

including the cost of form work but excluding Ninety Only

cost of reinforcement for reinforced concrete

work in (C) Beams, Girders and Cantilever

For Ground Floor.

15 0.50 Cu.mt. Providing and Laying Cement Concrete 8771.85 Rupees Eight Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Seventy

including the cost of form work but excluding One and Paise

Eighty Five Only

cost of reinforcement for reinforced concrete

work in (C) Lintel in Ground Floor.

16 0.30 Cu.mt. Providing and Laying Cement Concrete 9554.60 Rupees Nine Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Fifty Four

including the cost of form work but excluding and Paise Sixty

cost of reinforcement for reinforced concrete

work in (C) Chhajja in Ground Floor.

17 7.30 Cu.mt. Providing and Laying Cement Concrete 9276.85 Rupees Nine Cu.mt.

1:1.5:3 (M-200) and curing complete Hundred Seventy

including the cost of form work but excluding Six and Paise

Eighty Five Only

cost of reinforcement for reinforced concrete

work For Slab in Ground Floor.

18 3966.00 Kg. Providng TMT Bars renforcement of FE 500 77.29 Rupees Seventy Kg.

Seven and Paise

/ 500D for R.C.C. work including bending Twenty Nine Only

binding and placing in position complete for

all floor. For Up to All Full Height.

19 15.60 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 / sq. and Paise Forty

cm. in Super Structure above plinth level up Only

to Floor two level in cement mortar 1:6 (

Cement: 6 fine sand) (B) Convention For

20 7.30 Sq.mt. Providing and Laying Machine Cut, Free 2249.88 Rupees Two Sq.mt.

Edges, Machine Polished Granite Stone Slab Thousand Two

18 mm thick Single Piece For Door and Nine and Paise

Windows Cill and Jambs Cladding as per Eighty Eight Only

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.

21 2.10 Sq.mt. Providing and fixing 35 mm thick shutters for 5338.30 Rupees Five Sq.mt.

Doors, Windows and Clerestory Windows Hundred Thirty

including Indian teak wood frames 10 cm x 7 Eight and Paise

cm. size including black enamelled iron Thirty Only

oxidixed fixtures and fastenings including

primer coat of approved quality and two

coats of oil painting etc, complete. (ii) Fully

22 6.50 Sq.mt. Providing and Fixing Window having 1713.70 Rupees One Sq.mt.

extruded Aluminum Colour Anodized

Hundred Thirteen

Section Frame main outer size 63.50 x 38.10 and Paise Seventy

x 1.95 mm, @ Wt 1.094 Kg / Rmt, horizontal Only

two track member size 61.85 mm x

vertical member of size 61.85 mm x

mm x 1.30 mm @ wt. of 0.659 Kg / mt with

sliding shutters of horizontal member size

mt, vertical member of size 40 mm x 18 mm x

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

23 694.40 Kg. Providing and Fixing M. S. Grills of required 105.18 Rupees One Kg.

pattern to Wooden frames of windows etc. Hundred Five and

with M.S. flats at required spacings and frame Only

alround, square or round bars with round

headed bolts and nuts or by screws (A) Plain

24 140.00 Sq.mt. Providing 15 mm thick Cement Plaster in 225.50 Rupees Two Sq.mt.

single coat on Rough (Similar)side of single Hundred Twenty

or half brick walls for interior plastering upto Fifty Only

floor two level and finished even and smooth

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

and Extra add for finishing with a floating

coat of neat cement slurry with all lead and

25 158.30 Sq.mt. Providing 20mm thick Double Coat Mala 279.29 Rupees Two Sq.mt.

Hundred Seventy

Cement Plaster on interior brick / concrete

work for plastering comprising of base coat Twenty Nine Only

of 12 mm thick cement plaster in cement

mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement

mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding

curing etc. complete.

26 41.11 Sq.mt. P & L 24" x 24" vitrified 8 mm thick tile 1053.32 Rupees One Sq.mt.

flooring over 20 mm (average) base of Thousand Fifty

Three and Paise

cement mortar 1:6 (1-cement : 6-coarse Thirty Two Only

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 DARK Shade

27 14.00 Sq.mt. Providing and laying Polished Kota Stone 1089.18 Rupees One Sq.mt.

Thousand Eighty

Slab 25mm thick in risers of steps,skirting Nine and Paise

Dedo and pillars laid on 10mm thick cement Eighteen Only

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.

28 46.00 Sq.mt. Providing and laying Water Proofing 1169.28 Rupees One Sq.mt.

Treatment with Broken China Mosaic

Flooring by conventional method including Nine and Paise

cleaning the slab surface by wire brush as Twenty Eight Only

directed including provding first layer of C.M.

1 :4 of 40 mm thickness mixed with water

proofing compound at rate prescribed by

manufacturer, including putting of brick bats

of average thickness 40 mm Well immerssed

in water laid uniformly on first layer of

mortar including applying cement slurry @

rate of 0.08 bag/sqm. on fixed layer of brick

bats including maintaining necessary slope,

in second layer 40 mm thick C.M 1 :4 mixed

with water proofmg compound as directed,

including fmishing smooth with cement

slurry as directed complete.and using 12 mm

to 20 mm broken pieces of Glazed tiles to be

paid over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar creme

out up to surface using white cement

including rounding offjunctions and

extending them up to 15 cm along the wall,

clearing with water and oxalic acid etc. as

29 12.00 Rmt. Providing and fixing G.I. Rain Water Spout 104.25 Rupees One Rmt.

Hundred Four and

Paise Twenty Five

of 50 mm dia. Only

30 140.00 Sq.mt. Wall painting (two coats) with plastic 101.91 Rupees One Sq.mt.

emulsion paint of approved brand and Hundred One and

Paise Ninety One

manufacture on undecorated wall surface to Only

give an even shade including throughly

brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

31 158.30 Sq.mt. Finishing wall with weather proof exterior 117.40 Rupees One Sq.mt.

emulsion paint on wall surface (two coats) to Hundred

give an required shape even shade after Paise Forty Only

thoroughly brushing the surface to remove

all dirt, and remains of loose powdered

materials. etc complete.

32 7.00 Sq.mt. Painting Two Cosat (including priming 128.49 Rupees One Sq.mt.

coats) on new steel and other metal surfece Eight and Paise

with enamel paint,brushing interior to give Forty Nine Only

an even shade including cleaning the surfece

of all dirt,dust and other foreign matter.

33 25.00 No. Providing and fixing in position 300 mm high 707.00 Rupees Seven No.

and 150 mm wide English / Gujarati Only

Letters made from Engineer in Charge with

all necessary tools and plants etc. complete.

34 1.00 No. Informatory Signs : Providing and fixing 3856.90 Rupees Three No.

sing boards made out of 2mm aluminium

Hundred Fifty Six

sheet; size 80 x 60cms. rectangle as per the and Paise Ninety

design of IRC-67-1977 pre treated with Only

phospheting process & acid teching; coated

with one coat of epoxyprimer and two coats

of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle

of 35 x 35 x 3mm 75 x 75 x 6mm as required;

painted with best qualityepoxy coatings in

black and whitebends. the details of symbol

for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x45 x 60cms.

for each leg. including excavation curing tec.

complete under the supervision of engineer

in charge. (A) Engineer Grade.

35 2.00 No. Supplying and installing of CO2 Type Fire 5555.00 Rupees Five No.

Extinguished of 4.50 Kg ISI brand as Thousand Five

Hundred Fifty Five

approved by engineer in charge etc. Only

36 2.00 No. Supplying and installing of Dry Chemical 3030.00 Rupees Three No.

Powder (DCP) of 9.0 Kg cylinder of ISI brand Thousand Thirty

as approved by engineer in charge etc.

37 2.00 No. Providing ABC Dry Powder Fire 2828.00 Rupees Two No.

Extinguishers of 4 Kg / Capacity with ISI Hundred Twenty

mark etc. as directed. Eight Only

38 2.00 No. Providing Corbon Dioxide type Fire 5353.00 Rupees Five No.

Extinguishers of 2 Kg / Capacity with ISI Hundred Fifty

mark etc. as directed. Three Only

Rupees Ten Lakhs Eighty Eight Thousand Nine Hundred Thirteen and Paise Twenty Four 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

* Estimated Amount * Estimated Amount

Put to Tender Rs. 1088913.24 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