Construction of Kitchen Shed @ Village Margala ( Ashram Shala ) Taluka: Sukhsar, Dist.Dahod under 2202 New Gujarat Pattern 10 Percent State Level (TASP) 2025-26.

No. figures Amount

Civil Work

1 1) Excavation for foundation up to 1.50 mt. depth including 131.60 Cu.m. 160.89

sorting out and stacking of usefull materials and disposing of the

excavated stuff up to 50 meter lead ( B ) Dence and hard soil

2 2) Providing and laying cement concrete 1:4:8 (1 - cement :4 9.90 Cu.m. 2679.92

Coarse sand :8 crushed stone aggregates 40 mm nominal size )

and curing complete excluding cost of formwork in ( A )

Foundation and Plinth

3 3) Brick work using common burnt clay building bricks having 28.20 Cu.m. 3853.23

crushing strength not less than 35 Kg./Sq.Cm in foundation and

plinth in cement mortar 1:6 ( 1 cement : 6 Fine sand) ( B )

Conventional

4 4) Providing and laying cement concrete 1:3:6 (1- Cement : 3- 2.60 Cu.m. 3992.44

Coarse sand : 6- graded stone aggregates 20 mm nominal

size) and curing complete including the cost of formwork in (A)

Walls Caps / Coping.

5 5) Brickwork using common burnt clay building bricks having 32.05 Cu.m. 4141.66

crushing strength not less than 35 kg./Sq.Cm. in superstructure

in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B)

Conventional

6 6) Filling available excavated earth ( Excluding Rock) in trenches, 78.20 Cu.m. 137.47

plinth, side of foundation etc. in layers not exceeding 20cm in

depth consolidating each deposited layer by ramming and

7 7) Providing and laying cement concrete work 1:2:4 ( 1 cement : 11.45 Cu.m. 4482.98

2 coarse sand: 4 graded stone aggregate 20 mm nominal size )

including the cost of form work with curing etc. complete.

(A) Foundation footing base.

8 8) Providing and laying cement concrete work 1:2:4 ( 1 cement : 10.70 Cu.m. 8447.55

2 coarse sand: 4 graded stone aggregate 20 mm nominal size )

including the cost of form work with curing etc. complete.

(A) Columns

9A 9A) Providing and laying cement concrete 1:2:4 ( 1 Cement : 2 2.85 Cu.m. 10219.39

Coarse sand : 4 graded stone aggregate 20 mm. nominal size )

for R.C.C lintel including finishing smooth with curing etc.

complete including the cost of formwork but excluding the cost of

reinforcement .

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9B 9B) Providing and laying cement concrete 1:2:4 ( 1 cement : 2 1.10 Cu.m. 6541.63

Coarse sand : 4 graded stone aggregate 20 mm. nominal size )

for R.C.C chhajjas not exceeding 10 Cm. thickness up to fllor

two level including finishing the exposed surface with cement

mortar 1:3 (1 cement :3 fine sand ) to give a smooth and even

surface centering and formwork and curing complete excluding

the cost of reinforcement .

10 10) Half brick masonry in common brunt clay building bricks 7.00 Sq.mt. 709.10

having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild

steel round bars after every three course embedded in Cement

Mortar in (B) Conventional.

11 11) Providing and laying ordinary cement concrete 1:2:4 (1- 10.44 Cu.m. 8,593.80

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (A) Beam (i) having cross

sectional area more than 0.05 Sqm. and upto 0.08 Sqm.

12 12) Providing and laying ordinary cement concrete 1:2:4 (1- 6.39 Cu.m. 7665.60

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

reinforcement for R.C.C work in A) Beam (ii) having cross

sectional area more than 0.08 Sqm. and upto 0.12 Sqm.

13 13) Providing and laying dinary orcement concrete 1:2:4 ( 1 16.92 Cu.m. 6888.15

cement : 2 coarse sand: 4 graded stone aggregate 20 mm

nominal size ) and finishing smooth with curring etc.

Complete including the cost of form work but excluding the cost

of reinforcement for R.C.C work in (iii) slab having more than

cms and up to 13 cms. thickness.

14 14) Providing ISI Mark TMT Bar 415 Fe reinforcement for R.C.C. 5863.84 Kg. 68.33

work including bending, binding and placing in position complete

upto floor two level.

15 15) Providing 15 mm. thick cement plaster in single coat on fair 234.50 Sq.mt. 253.61

sides bricks / concrete walls for interior plastering up to floor two

level finished even and smooth in cement mortar 1:3 (1 cement :

3 coarse sand) including finishing with a floating coat of neat

cement slurry.

16 16) Providing 10mm thick cement plaster in single coat on 118.74 Sq.mt. 229.17

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-

sand) plastering on ceilings and sofits of stairs upto floor two

level instead of plasterning on walls for every additional storey.

17 17) 20mm thick sand faced cement plaster on walls upto height 295.50 Sq.mt. 353.98

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 18) Providing and fixing 35 mm thick shutters for Doors ,windows 12.50 Sq.mt. 4101.06

and clear story windows including anodised alluminium but thinge

swith necessary screws. (A) Indian Teak Wood (1) Fully Panelled

19 19)Providing and laying polished Kota stone slab flooring over 132.70 Sq.mt. 1019.39

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.(A) 25 mm

20 20) Providing and laying polished Kota stone slab 25mm thick in 3.31 Sq.mt. 1205.60

risers of steps, Dedo and pillers laid on 10mm thick cement

mortar 1:3 (1 Cement :3 coarse sand ) and jointed with gray

cement slury including rubbing polishing etc. complete .

21 21) Providing and laying white glaze tiles 6mm thick in skrting Sq.mt.

resers of steps and dedo on 10 mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) and jointed with white cement slurry. ()

White Glazed Tiles)

22 22) Distempeing with dry distemper of approved brand and 235.00 Sq.mt. 66.01

manufacture (Two coats) of required shade on wall surfaces to

give an even shade, over and including a priming coat of whiting

after throughly brooming the surface free from mortar dropping

and other foreign matter.

23 23) White washing with lime on Ceiling surface (Two coats) to 118.74 Sq.mt. 13.52

give an even shade including throughly booming the surface to

remove all dirt, dust, mortar drops and loose scales of lime wash

24 24) Finishing wall with water proofing cement paint of on wall 296.00 Sq.mt. 96.29

surfaces (Three coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly

brushing the surface to remove all dirt and remains of loose

powered materials.

25 25) Providing and laying (two level or slopes ) and jointing with 5.00 Rmt. 225.47

stiff mixture of cement mortar in proportion 1:1, Salt glazed

stoneware pipes including testing of pipes and joints complete.

(A) 100 mm dia.

26 26) Providing sock pit of 5.00 Cu.m. Volume including excavating 1.00 Each 3285.35

and filling brickbats with dry masonary work at top for 45 cm.

height including covering the top with stone including providing

vatas in C.M. 1:3 with finishing, curing etc. complete as directed.

27 27) Providing and fixing to wall ceiling and floor 10.00 Kg./Cm.2 6.00 Meter 280.23

working pressure polythene pipes of the following outside dia.

low density, complete with special flange compression type

fittings, wall clips etc. including making good the wall ceiling and

floor. (F) 75 mm.

28 28) Providing and fixing in position PVC covel vent to pipes (i) 75 1.00 Each 393.04

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 29) Providing and fixing to wall ceiling and floor galvanized mild 8.00 Meter 252.49

steel tubes ( Medium Grade ) of the following nominal bore, tube

fitting and clamps including making good the wall ceiling and

( A ) 15 mm. dia.

30 30) Providing and fixing to wall ceiling and floor galvanized mild 8.00 Meter 401.95

steel tubes ( Medium Grade ) of the following nominal bore, tube

fitting and clamps including making good the wall ceiling and

( C ) 25 mm. dia.

31 31) Providing and fixing gun metal check or non return full way 1.00 Each 186.83

wheel valve. (i) 15 mm. dia.

32 32) Providing and fixing gun metal check or non return full way 1.00 Each 420.63

wheel valve. (C) 25 mm. dia.

33 33) Providing and fixing screw down bib taps of following size.(i) 10.00 Each 205.83

15 mm. dia.

34 34) Providing and fixing chromium plated half turn flush cock of 2.00 Each 263.77

approved quality including fixing in pipe line etc.complete. (ii)

35 35) Providing and fixing to wall ceiling and floor 10.00 Kg./Cm.2 3.00 Rmt. 339.05

working pressure poluthene pipes of the following outside dia.

Low density, complete with special flange compression type

fittings, wall clips etc. including making good the wall ceiling and

36 36) Constructing brick masonary chamber for underground C.I 1.00 Each 2932.93

Inspection chamber and bends with bricks having crushing

strength not less than 35 Kg. / Cm.2 in C.M. 1:5 C.I. cover with

frame (Light duty ) 455mmx610mm internal dimensions total

weight of cover with frame to be not less than 21 Kg.(Wt. of

cover 16 Kg. ) and Wt, of frame 5 Kg. ) foundation concrete

1:5:10 inside plaster 15 mm. thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete.

37 37) Supplying & fixing PVC water tank such as Sintex including 500.00 Liter 7.58

delievery at site, supply and fixing of inlet, outlet, air vent

overflow, drainage sleves of the specified size, with necessary

neo-prene gasket/packing/washers, GI washer & check nuts etc.

completed.

38 38) Providing and fixing M,S. grills of required pattern to wooden 403.92 Kg. 166.22

frames of windows etc with M.S. flats at required spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws ( B ) ORNAMENTAL GRILL

Total Amount TOTAL Rs.

Total Amount TOTAL Rs.

i.e. Rupees Sixteen Lakh(s) Sixty Six Thousand Three Hundred Ninety Two And Paise Nineteen Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

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

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Deputy Executive Engineer

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

JHALOD R&B Deptt. Godhra

Divisional Account Officer Executive Engineer

Panchayat (R & B) Division Godhra Electrical Division Executive Engineer

DAHOD R&B Deptt. Godhra Panchayat (R & B) Division