CONSTRUCTION OF VARIOUS SCHOOL ROOMS IN MANDVI TALUKA PKG NO-26 (1) SCHOOL ROOMS AT KHAROLI-3 P.S. (2) SCHOOL ROOMS AT JHAKHLA PRATHMIK SHALA (3) SCHOOL ROOMS AT GODSAMBA KUMAR SHALA, TA : MANDVI, DIST.SURAT

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including

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

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 128.00 CMT. 136.47

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

3 Filling available excavated earth (Including rock in

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

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including

watering ramming, consolidating and dressing 35.50 CMT. 481.80

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-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 M.250

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 35.50 CMT. 4494.50

concrete work in foundation, footings base of column

and mass concrete. (A) Footing

8 Providing and laying controlled cement concrete M.250

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 9.00 CMT. 8226.45

concrete work in All Types of Column D) Column,

Pillers, posts and struts , upto Plinth

9 Providing and laying controlled cement concrete M.200

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 11.00 CMT. 8191.10

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

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 3.50 CMT. 8232.05

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

and curing complete inculding the cost of formwork

but Excluding the cost of the cost of reinforcement for 20.50 CMT. 6440.77

reinforced concrete work in Beams. (E) Beam, upto

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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

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 24.50 CMT. 6406.43

concrete work in All Types of Beams,(E) Beam, Ground

13 Providing and laying controlled cement concrete M.200

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 27.50 CMT. 6351.89

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

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 3.00 CMT. 6758.92

concrete work in All Thickness in Walls PARDI Ground

15 Providing and laying controlled cement concrete 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

16 Providing and laying controlled cement concrete M.200

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced 4.00 CMT. 5738.82

concrete work in Chajja. Upto Ground Floor

17 Providing and fixing TMT bars Fe-500D steel

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

bending and placing in position complete upto floor two 16949.50 Kg . 77.33

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

Floor, Terrace Floor (all floor).

18 Applying general insecticide pest control treatment to

floors, cupboards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per 234.00 SMT. 91.62

6113_pests Consentration Weight 0.50 percent is

recommended one litre chemical emulsion dillute with

19 Brick work using common brunt clay building bricks

having crushing strength not less than 35 kg/sqcm. in

foundation and plinth in cement mortar 1:6 (1 cement :6 19.00 CMT. 4214.32

fine sand) etc.comp. (B) Conventional Ground floor

upto Plinth

20 Brick work using common brunt clay building bricks

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level in 80.50 CMT. 4503.04

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional Ground Floor

21 Brick work using common brunt clay building bricks

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level in 20.00 CMT. 4545.16

cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional First Floor

22 Providing 15mm thick cement plaster in single coat on

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

for interior plastering upto floor two level and finished 385.50 SMT. 161.19

even and smooth in (ii) Cement mortar 1:4 (1-cement :4-

sand) Ground Floor

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Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

23 Providing 15mm thick cement plaster in single coat on

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

for interior plastering upto floor two level and finished 85.00 SMT. 185.75

even and smooth in (ii) Cement mortar 1:4 (1-cement :4-

sand) First Floor

24 Providing & laying10 mm. thick cement plaster in

single coat on fair side of ceilings for interior plastering

upto floor two level and finishing with smooth mala 210.50 SMT. 148.31

plaster.(i) Cement mortar 1:4 (1 cement : 4 sand)

Ground Floor

25 20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3- 441.50 SMT. 315.68

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. Upto Ground Floor to

26 Providing throating or plaster drip and moulding to

R.C.C. Chhajja.

27 Providing 20 mm deep finished groove in plaster in line

and level etc. Comp. For all Floor

28 Providing and laying polished Granite Slab 18mm thick

in Flooring laid 20mm thick Cement Mortar 1:4 (1-

Cement : 4-Coarse Sand) and jointed with Grey Cement 16.50 SMT. 2377.54

Slurry including full molded round front edges , rubbing

and polishing etc. complete.

29 Providing and laying polished Granite Slab 18mm thick

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

laid 10 mm thick Cement Mortar 1:4 (1-Cement : 4- 79.00 SMT. 2408.85

Coarse Sand) and jointed with Grey Cement Slurry

including full molded round edges , rubbing an

30 Providing and laying Double Charge Vitrified tiles 8 to

10 mm thick , 24'' x 24'' in flooring treads of steps and

landing laid on a bed of 12mm thick cement mortar 1:3 183.00 SMT. 1322.96

(1-cement : 3-coarse sand ) finishing with flush pointing

in white cement.

31 Providing and laying Double Charge Vitrified tiles 8 to

10 mm thick , 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

32 Providing and fixing 37 mm thick flush door both 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

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Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

33 Providing and fixing window having extruded 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 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 40 22.51 SMT. 1583.95

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

34 Providing and fixing M.S. grill of required pattern of

windows etc. with M.S.. flats at required spacing and

frame alround square or round headed bolts and nuts or 564.10 Kg. 117.16

by screws.including applying a priming coat of red lead

paint and two coats of oil painting

35 Applying two coats of Birla (white cement based) or

(acrylic lapy- putty) or equivalent & two coats of primer

of approved brand and manufacture on new wall

surface,Ceiling surface to give an even shade including 681.00 SMT. 40.59

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

36 Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface,Ceiling surface to give an even shade including

throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered

37 Providing & applying single coat of textured at external

surface at all floor levels with three coats of weather

proof cement exterior paint of approved standard brands

make at outer side of the building on RCC or Masonary

walls. Rate to include for all labour, materials, staging,

scaffolding, cleaing, curing etc. application of texture

after throughly brushing th`e surface to give an even

shade free from mortar dropping/other foreign matter

etc. complete. application of textures & paints must be

as per company's standard instructions. Texture and 441.50 SMT. 546.41

charge.(It is recommended to use low voc paints rated by

IGBC),Finishing wall with weather proof exterior

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

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Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

38 Applying priming coat over new steel and other 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

39 Steel work welded in built up sections, framed work

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint :- 2.98 Quintal 9108.48

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

flats with connecting plates or angle cleats as in

40 Providing and fixing in position callapsible steel 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 10.50 SMT. 6078.18

of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys

complete with bolts, nuts, locki

41 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using

kg/sqm of cement admixed with proprietary water proofing

compound comforming to IS:2645 over the R.C.C. slab including

cleaning the surface before tratment.

(b) Laying cement concrete using broken bricks/brick bats 25 mm to

100 mm size with 50% of cement mortar 1:5 (1 Cement : 5 Coarse

sand) admixed with proprietary water proofing compound

conforming to IS:2645

,brick bats is finally covered by jointless cement plaster 20mm th.

in C.M. 1:4 added with special water proofing compound confirming

to IS:2645 & top smooth finished with trowel with false chequered

marking of 300 mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to height of about 197.50 SMT. 880.72

300 mm in a shape of quarter round vata Incl. curing etc. Comp.

With average thickness of 120 mm and minimum thickness at khurra

'(c) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. All

above operations to be down in order and as directed and specified

by the engineer-in-charge. With average thickness of 120 mm and

minimum thickness at khurra as 65 mm. (Cement consumption

0.511 Bags / S.M.) NOTE :- (1) The whole work is to be executed

through specialized agency

with a guarantee of 10 (Ten) years given on a prescribed proforma

duly stamped (2) The rate shall include for work at all floors

& conducting water proof test as directed. Unit Rate of 1 Sq.Mt.

42 Providing and laying broken chine mosaic 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 197.50 SMT. 779.69

slope and to be tempered to bring mortar creme out

upto surface using

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Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

43 Providing, laying and jointing in true line and level

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 16.00 RMT. 878.56

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 FourtySix Lakh NinetyEight Thousand Four Hundred ThirtyTwo Paise NinetyEight 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.

Estimated Amount Put to tender.46,98,432.98

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

Mandavi Surat

Executive Engineer

Panchayat ( R&B) Division

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