DHR/PMAAGY- 2024-25/ 01, PMADI- Adarsh Yojana- 2024-25 Construction of Class Room @ Barumal Bariya Faliya, Bhensadara Patel Faliya, Rajpuri Talat, Tiskaritalat And Gorakhada Primary Schools, Taluka.- Dharampur, Dist. - Valsad

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth 330.89 CMT. 117.07

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (A) Loose or soft soil ( I )

To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m 90.05 CMT. 129.80

depth 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 347.77 CMT. 130.39

in trenches plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidating each deposited layer by ramming

4 and watering)

Providing & filling in plinth with murrum or 45.24 CMT.

Thickness. Incl. watering, ramming &

consolidation etc. complete.

5 Filling in plinth with sand under floors 45.24 CMT. 460.18

including watering ramming, consolidating and

dressing complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1- 62.41 CMT. 3855.17

Cement : 2- coarse sand : 4- hand Machine

crushed stone aggregates 40 mmnominal size)

and curing complete including cost of formwork

in (A) PCC

7 Providing and laying controlled cement concrete 45.33 CMT. 4419.76

M.250 and 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

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8 Providing and laying controlled cement concrete 11.93 CMT. 7963.85

M.250 and 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

9 Providing and laying controlled cement concrete 20.30 CMT. 7927.49

M.200 and 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

10 Providing and laying controlled cement concrete 3.35 CMT. 7967.58

M.200 and 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

11 Providing and laying controlled cement concrete 23.76 CMT. 6265.03

M.250 and 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

12 Providing and laying controlled cement concrete 26.96 CMT. 6269.77

M.200 and 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

13 Providing and laying controlled cement concrete 34.71 CMT. 6229.68

M.200 and 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 1.73 CMT. 5795.38

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in

Lintel upto Ground Floor

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15 Providing and laying controlled cement concrete 2.48 CMT. 5618.63

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in

Chajja. Upto Ground Floor

16 Providing and fixing TMT bars Fe-500D steel 20002.82 Kg . 76.25

reinforcement for R.C.C. work including binding,

bending and placing in position complete upto

floor two level ,Ground Floor, First Floor

Second Floor, Third Floor, Terrace Floor (all

17 Applying general insecticide pest control 301.74 SMT. 89.28

treatment to floors, cupboards etc including

labour material etc. complete. Using

Heptachloride 20 EC. As Per 6113_pests

Consentration Weight 0.50 percent is

recommended one litre chemical emulsion dillute

18 Brick work using common brunt clay building 27.25 CMT. 4021.02

bricks having crushing strength not less than

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 121.49 CMT. 4295.99

bricks having crushing strength not less than

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 20.41 CMT. 4336.18

bricks having crushing strength not less than

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 Providing 15mm thick cement plaster in single 873.45 SMT. 153.19

coat on Rough (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

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22 Providing 15mm thick cement plaster in single 88.80 SMT. 176.58

coat on Rough (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) First Floor

23 Providing & laying10 mm. thick cement plaster 301.74 SMT. 140.94

in single coat 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

24 20mm thick sand faced cement plaster on walls 685.99 SMT. 300.65

upto height 10 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. Upto Ground Floor to

25 Providing throating or plaster drip and moulding 73.06 RMT. 42.16

to R.C.C. Chhajja.

26 Providing 20 mm deep finished groove in plaster 73.06 RMT. 30.30

in line and level etc. Comp. For all Floor

27 Providing and laying polished Granite Slab 9.90 SMT. 2377.54

18mm thick in 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.

28 Providing and laying polished Granite Slab 57.53 SMT. 2408.85

18mm thick in Risers 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 an

29 Providing and laying polished Kota stone slab 258.35 SMT. 965.59

flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 laid over and jointed with grey cement

slurry including rubbing and polishing etc.

complete. (B) 30 mm thic

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30 Providing and laying polished kota stone slab 49.08 SMT. 1089.66

25mm thick in risers of steps,skirting Dedo and

pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray

cement slury mixed with pigment to match the

shade of slab includin

31 Providing and fixing 37 mm thick flush door both 17.64 SMT. 3737.00

sides laminated 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 gra

32 Providing and fixing window having extruded 27.90 SMT. 1583.95

aluminum Colour anodized section frame main

outer size 95mm x 24mm x 1.17mm @ wt.of

0.738 Kg/mt , horizontal Three track member size

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 1.29 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

33 Providing and fixing M.S. grill of required 480.30 Kg. 111.60

pattern of windows 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

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34 Applying two coats of Birla (white cement 962.25 SMT. 161.45

based) or (acrylic lapy- putty) or equivalent &

two coats of primer of approved 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. with Wall

painting (three coats) 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.

35 Applying two coats of Birla (white cement 301.74 SMT. 166.87

based) or (acrylic lapy- 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.

36 Finishing wall with weather proof exterior 685.99 SMT. 160.59

emulsion paint on wall 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 paint

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37 Applying priming coat over new steel and other 56.12 SMT. 122.49

metel surface 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.

38 Steel work welded in built up sections, framed 3.56 Quintal 9047.86

work including cutting, hoisting, fixing in

position and applying a priming coat of red lead

(A) In beams and joints channels angles, column,

tees, flats with connecting plates or angle cleats

39 Providing and fixing in position callapsible steel 23.12 SMT. 5785.56

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonals 20 x 5 mm size

with top and bottom rails of T_rin 40x 40 x 6 mm

with 38mm dia, steel pulleys complete with bolts,

nuts, locki

40 Providing and laying broken chine mosaic 301.74 SMT. 747.28

flooring for 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

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41 Providing, laying and jointing in true line and 30.00 RMT. 836.73

level 110 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

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.

Rupees Fifty Four Lakhs Fifty Five Thousand Seventy Seven and Paise Fifty Two Only

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should

Estimated Amount Put to tender. 54,55,077.52 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

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.

Signature of Bidder

Deputy Executive Engineer Divisional Accountant

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

Dharampur Valsad

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Executive Engineer

Panchayat ( R&B) Division

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