PROPOSED CONSTRUCTION OF SCHOOL ROOMS AT SARVARTATI MULGAM , TA:KAPRADA , DIST: VALSAD.

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 64.01 CMT. 117.07

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 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 33.86 CMT. 129.80

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT

3 Filling available excavated earth (Including rock in 84.53 CMT. 130.39

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow soil 10.87 CMT. 289.06

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 10.87 CMT. 460.18

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 12.28 CMT. 3855.17

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 M.250 8.30 CMT. 4419.76

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

8 Providing and laying controlled cement concrete M.250 2.77 CMT. 7963.85

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 M.200 3.81 CMT. 7927.49

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 M.200 0.63 CMT. 7967.58

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 M.250 4.82 CMT. 6265.03

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

12 Providing and laying controlled cement concrete M.200 5.70 CMT. 6269.77

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

13 Providing and laying controlled cement concrete M.200 8.69 CMT. 6167.06

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 M.200 0.38 CMT. 5795.38

and curing complete 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 0.72 CMT. 5618.63

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 4054.31 Kg . 76.24

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 floor).

17 Applying general insecticide pest control treatment to 72.44 SMT. 89.28

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 with

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

having crushing 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 Plinth

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

having crushing 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)

Conventional Ground Floor

20 Brick work using common brunt clay building bricks 4.55 CMT. 4336.18

having crushing 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)

Conventional First Floor

21 Providing 15mm thick cement plaster in single coat on 178.10 SMT. 153.19

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 Floor

22 Providing 15mm thick cement plaster in single coat on 19.80 SMT. 176.58

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

23 Providing & laying10 mm. thick cement plaster in 72.44 SMT. 140.94

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 upto 147.61 SMT. 300.65

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 to 16.00 RMT. 42.16

R.C.C. Chhajja.

26 Providing 20 mm deep finished groove in plaster in line 16.00 RMT. 30.30

and level etc. Comp. For all Floor

27 Providing and laying polished Granite Slab 18mm thick 3.60 SMT. 2377.54

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 18mm thick 15.83 SMT. 2408.85

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 flooring 56.25 SMT. 1029.22

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

30 Providing and laying polished kota stone slab 25mm 8.58 SMT. 1089.66

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 sides 2.94 SMT. 3735.99

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 aluminum 8.37 SMT. 1583.95

Colour 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

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 etc

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

33 Providing and fixing M.S. grill of required pattern of 83.70 Kg. 112.11

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

34 Applying two coats of Birla (white cement based) or 197.90 SMT. 126.35

(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 based) or 72.44 SMT. 166.87

(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 emulsion 147.61 SMT. 160.59

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

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

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

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

including cutting, 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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

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

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 flooring 72.44 SMT. 747.28

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

41 Providing, laying and jointing in true line and level 110 6.00 RMT. 836.73

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 145 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 Eleven Lakh SeventyFive Thousand Two Hundred EightyFive Paise NinetyFour Only

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. 11,75,285.94 Estimated Amount Put to tender.11,75,285.94

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

Executive Engineer

Panchayat ( R&B) Division

SHEDULE B Page