15th Finance Commission 2020-21 PROPOSED CONSTRUCTION OF LIBRARY AT.PANIYARI TA:VYARA , DIST.TAPI

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 312.38 CMT. 120.00

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 173.77 CMT. 132.86

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 in plinth with sand under floors including 34.86 CMT. 471.69

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

4 Filling available excavated earth (Including rock in 383.28 CMT. 133.65

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

5 Providing & filling in plinth with murrum or yellow soil 139.45 CMT. 296.29

watering, ramming & consolidation etc. complete.

6 Providing and laying cement concrete 1:2:4 (1- Cement 65.69 CMT. 3966.27

:2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth (A) PCC

7 Providing and laying controlled cement concrete M.250 72.05 CMT. 4534.90

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/ Raft

8 Providing and laying controlled cement concrete M.250 7.77 CMT. 7176.05

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 11.83 CMT. 7139.69

and curing complete inculding the cost of formwork

and Excluding reinforcement for reinforced concrete

work in in All Types of Column D) Column, Pillers,

posts and struts upto Ground Floor

10 Providing and laying controlled cement concrete M.200 2.92 CMT. 7180.94

and curing complete inculding the cost of formwork

and Excluding reinforcement for reinforced concrete

work in in All Types of Column D) Column, Pillers,

posts and struts upto First Floor

11 Providing and laying controlled cement concrete work 22.04 CMT. 6450.87

M250 and curing complete including the cost of form

work but excluding the cost of reinforcement of

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 work 22.04 CMT. 6413.50

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Beams. Ground Floor

13 Providing and laying controlled cement concrete work 2.76 CMT. 6454.75

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Beams. first Floor

14 Providing and laying controlled cement concrete work 33.15 CMT. 6356.94

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Slabs. Ground

15 Providing and laying controlled cement concrete work 2.56 CMT. 6303.41

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Stair case

Ground Floor

16 Providing and laying controlled cement concrete work 1.53 CMT. 6546.82

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Wall,All

Thickness in Walls PARDI upto Ground Floor

17 Providing and laying controlled cement concrete work 1.55 CMT. 7311.39

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Lintel. upto Ground Floor

18 Providing and laying controlled cement concrete work 0.14 CMT. 7352.64

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Lintel. upto First Floor

19 Providing and laying controlled cement concrete work 6.48 CMT. 7002.33

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Chajja. Upto Ground Floor

20 Providing and laying controlled cement concrete work 0.34 CMT. 7043.58

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Chajja. Upto First Floor

21 Providing and fixing TMT bars Fe-500D steel 21185.15 Kg . 76.23

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

bending and placing in position complete upto floor two

level ,Ground Floor , First floor , Terrace Floor All Floor

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

22 Brick work using common brunt clay building bricks 25.61 CMT. 4121.54

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

23 Brick work using common brunt clay building bricks 40.32 CMT. 4403.39

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

24 Brick work using common brunt clay building bricks 25.32 CMT. 4444.58

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

25 (i) Half brick masonry in common brunt clay building 28.80 SMT. 614.83

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in Ground Floor (B) Conventional

26 (i) Half brick masonry in common brunt clay building 13.50 SMT. 669.33

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in first Floor(B) Conventional

27 Providing 15mm thick cement plaster in single coat on 198.42 SMT. 172.83

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

28 Providing 15mm thick cement plaster in single coat on 108.27 SMT. 196.80

Rough (Similar)side of single or Full/half brick walls

for interior plastering and finished even and smooth in

(ii) Cement mortar 1:4 (1-cement :4-sand) First Floor

29 Providing & laying 10 mm. thick cement plaster in 232.41 SMT. 155.21

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

30 20mm thick sand faced cement plaster on walls upto 420.60 SMT. 337.52

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

First Floor

31 Providing and laying polished Granite Slab 18mm thick 38.52 SMT. 2440.16

in Flooring,Risers of steps, Dedo, window sill, jembs

and pillars laid 20mm thick Cement Mortar 1:4 (1-

Cement : 4-Coarse Sand)and adhesive to fix and jointed

with Grey Cement Slurry including full molded round

front edges , rubbing and polishing etc. complete.

32 Providing and laying polished Granite Slab 18mm thick 49.59 SMT. 2446.22

in Risers of steps, Dedo, window sill, jembs and pillars

laid 10mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand)and adhesive to fix and jointed with Grey

Cement Slurry including full molded round front edges

rubbing and polishing etc. complete

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 laying Virtified tiles 8 to 10 mm thick , 190.53 SMT. 1099.95

24'' x 24'' in flooring treads of steps and landing laid on

a bed of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white

cement.,Soluble Salt Vitrified Tiles Flooring.

34 Providing and laying Virtified tiles 8 to 10 mm thick , 6.12 SMT. 1169.98

24'' x 24'' in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry,Soluble Salt Vitrified

Tiles Flooring.

35 Providing and fixing flush door both sides laminated 3.68 SMT. 3373.40

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 grade I type II including

three coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type designs

fixtures / fastening 2Nos. Handles, 2Nos. Aldropes,

towerbolt etc. as per architectural detailed drawing and

as directed by engineer in charge..

36 Providing and fixing window having extruded 47.22 SMT. 1713.69

aluminum Colour anodized section frame main outer

size 63.50 x 38.10 x 1.95 mm(Wt 1.094 Kg / Rmt),

horizontal two track member size 61.85 mm x 31.75 mm

x 1.20mm (wt.of 0.695 Kg/mt), vertical member of size

with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm (wt.of 0.456Kg/mt), vertical member

of size 40mm x 18mm x 1.29mm (wt.of 0.456Kg/mt/

Section 8948, @ Wt. 0.457 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 window.

37 Providing and fixing standared extruded of alluminium 0.36 SMT. 1175.55

section of size 63mm x 38.10mm x 1.2mm (Jindal

Section :2434, @ Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation

38 Providing and fixing M.S. grill of required pattern of 713.70 Kg. 113.12

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 etc complete

(A)Plain grill

39 Applying two coats of Birla (white cement based) or 539.10 SMT. 40.59

(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.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

40 Wall painting (two coats) with plastic emulsion paint of 539.10 SMT. 81.37

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.

41 Finishing wall with weather proof exterior emulsion 420.60 SMT. 117.40

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

42 Applying priming coat over new steel and other metel 2.40 SMT. 125.72

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

43 Steel work welded in built up sections, framed work 0.36 Quintal 9108.48

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 main

and cross beams, hip and jack rafters, purlins connected

to common rafters and the like.

44 Providing and fixing in position callapsible steel shutters 7.35 SMT. 6001.94

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, locking arrangements,

stoppers handles including applying a priming coat of

read lead paint.

45 Providing and fixing Stainless Steel railing having 50 96.00 KG. 435.31

mm dia hollow stainless steel pipe as hand rail and

mm dia hollow stainless steel pipe with combination of

10 cm long 16mm dia pipe as per virtical supports

mm dia hollow stainless steel pipes Height As Per

Drawing As per Consultant Drawing , Suggesion &

Instruction & EIC.

Rupees FourtyFive Lakh NinetyEight Thousand Four Hundred SeventyOne Paise FourtySeven 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. 45,98,471.47 Estimated Amount Put to tender.

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

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

Tapi - Vyara Tapi- Vyara

Executive Engineer

Panchayat ( R&B) Division

Tapi- Vyara

SHEDULE B Page