NEW GUJARAT PATTERN YOJNA-2024-25 , CONSTRUCTION OF SCHOOL ROOMS AT E.M.R.S AT DHARAMAPUR ,TA:DHARAMPUR,DIST: VALSAD.

Item No. Quantity Unit Amount

Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including sorting out and 64.59 CMT 117.07

stacking of useful materials and disposing off the excavated stuff upto

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 including sorting out 33.86 CMT 129.80

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 plinth, sides of 85.05 CMT 130.39

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering)

layers of 20 cm. Thickness. Incl. watering, ramming & consolidation etc.

5 Filling in plinth with sand under floors including watering ramming, 11.16 CMT 460.18

consolidating and dressing complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- coarse sand : 4- 12.54 CMT 3855.17

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 M.250 and curing complete 8.30 CMT 4419.76

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in foundation, footings base of column and mass

8 concrete. (A) Footing

Providing and laying controlled cement concrete M.250 and curing complete 2.77 CMT

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D) Column, Pillers, posts

9 Providing and laying controlled cement concrete M.200 and curing complete 3.81 CMT 7927.49

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D) Column, Pillers, posts

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

10 Providing and laying controlled cement concrete M.200 and curing complete 0.63 CMT 7967.58

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D) Column, Pillers, posts

11 and struts, and

Providing uptolaying

First Floor

controlled cement concrete M.250 and curing complete 5.92 CMT 6265.03

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 M.200 and curing complete 6.72 CMT 6269.77

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 M.200 and curing complete 9.29 CMT 6167.06

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

14 Plinth and and

Providing Ground Floor

laying controlled cement concrete M.200 and curing complete 0.38 CMT 5795.38

inculding the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel upto Ground Floor

15 Providing and laying controlled cement concrete M.200 and curing complete 0.72 CMT 5618.63

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 reinforcement for R.C.C. work 4927.98 Kg 76.24

including binding, bending and placing in position complete upto floor two

level ,Ground Floor, First Floor , Second Floor, Third Floor, Terrace Floor

17 Applying general insecticide pest control treatment to floors, cupboards etc 72.44 SMT 89.28

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 with

18 Brick work using common brunt clay building bricks having crushing 5.70 CMT 4021.02

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

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

19 Brick work using common brunt clay building bricks having crushing 25.32 CMT 4295.99

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)

20 Conventional

Brick Ground

work using Floor brunt clay building bricks having crushing

common 4.55 CMT 4336.18

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)

21 Providing 15mm thick cement plaster in single coat on Rough (Similar)side 178.10 SMT 153.19

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)

22 Providing 15mm thick cement plaster in single coat on Rough (Similar)side 19.80 SMT 176.58

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)

23 Providing & laying10 mm. thick cement plaster in single coat on fair side of 72.44 SMT 140.94

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 upto height 10 metres above 147.61 SMT 300.65

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 to R.C.C. Chhajja. 16.00 RMT 42.16

26 Providing 20 mm deep finished groove in plaster in line and level etc. Comp. 16.00 RMT 30.30

For all Floor

27 Providing and laying polished Granite Slab 18mm thick in Flooring laid 3.60 SMT 2377.54

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

28 Providing and laying polished Granite Slab 18mm thick in Risers of steps 15.83 SMT 2408.85

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

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

29 Providing and laying polished Kota stone slab flooring over 20mm (Average) 56.25 SMT 1029.22

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

30 Providing and laying polished kota stone slab 25mm thick in risers of 8.58 SMT 1089.66

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 sides laminated andshutter 2.94 SMT 3735.99

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 aluminum Colour anodized 8.37 SMT 1583.95

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.

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

33 transparent

Providing andsilicon sealant

fixing M.S. glass fixing

grill of to frame

required as per

pattern details etc

of windows etc. with M.S.. 83.70 Kg 112.11

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

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

34 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or 197.90 SMT 126.35

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

35 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or 72.44 SMT 166.87

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 emulsion paint on wall surface 147.61 SMT 160.59

(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

37 Applying priming coat over new steel and other metel surface after and 14.85 SMT 122.49

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.

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

38 Steel work welded in built up sections, framed work including cutting, 0.73 Quintal 9047.86

hoisting, fixing in position and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees, flats with connecting

plates or angle cleats as in

39 Providing and fixing in position callapsible steel shutters with vertical 8.25 SMT 5785.56

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

40 Providing and laying broken chine mosaic flooring for terrace using 72.44 SMT 747.28

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

41 Providing, laying and jointing in true line and level 110 diametre U.P.V.C 6.00 RMT 836.73

(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

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.

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words) of

the estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 11,77,803.06 Estimated Amount Put to tender.

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

In Words In Words

SHEDULE B Page

Description of Item (With brif Specification And Reference to Book of Rate in

Item No. Quantity Unit Amount

Specifications) Figures

(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, Executive Engineer

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

Dharampur Valsad

SHEDULE B Page