Providing and fixing Dining shade work at Various Ashramshala of LIMKHEDA Taluka under 2236 New Gujarat Pattern (TASP) 2025-2026. Package No.6. Dist.Dahod (Total 5 Works)

No. figures Amount

Civil Work

1 Excavation for foundation upto 1.50mt. depth including sorting 43.75 Cum 160.89

out and stacking of useful materials and disposing of the

excavated stuff as directed with in 50m. Lead (B) Dense & Hard

2 Providing and laying cement concrete 1:4:8 (1 - cement :4 99.55 Cum 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 Providing and laying cement concrete work 1:2:4 ( 1 cement : 2 17.40 Cum. 3942.42

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

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

(A) Foundation footing base.

4 Steel work, welded in built up sections framed work including 220.50 Qtls. 9108.48

cutting, hoisting, fixing in position and applying a priming coat of

red lead paint. (A)In beams and joists, channels angles Tees,

flats, with connecting plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins conneted to common rafters

and the like

5 Providing and fixing of Ridge flashing for roof panel shall be 1207.80 Sqm. 867.39

made out of 0.5 mm thick pre coated GI sheet . The Precoated

sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as

per IS:277:1992 , 5-7 microns epoxy primer on both side of the

sheet and polyester top coat 15- 18 micron. The PPGI Sheet

shall have plastic protective guard film of minimum 25 microns to

avoid scratches during transportation. The ridge shall be fixed to

the steel members by pop rivet or self drilling/self stitching

fastners @ maximum 450 mm c/c along length of

capping/flashing etc complete .

6 Providing and fixing of Ridge flashing for roof panel shall be 37.50 Rmt. 520.40

made out of 0.5 mm thick pre coated GI sheet . The Precoated

sheet shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum 120 gsm as

per IS:277:1992 , 5-7 microns epoxy primer on both side of the

sheet and polyester top coat 15- 18 micron. The PPGI Sheet

shall have plastic protective guard film of minimum 25 microns to

avoid scratches during transportation. The ridge shall be fixed to

the steel members by pop rivet or self drilling/self stitching

fastners @ maximum 450 mm c/c along length of

capping/flashing etc complete .

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

7 Providing ISI Mark TMT Bar 415 Fe reinforcement for R.C.C. 1108.35 KG. 68.33

work including bending, binding and placing in position complete

upto floor two level.

8 Brick work using common burnt clay building bricks having 30.40 Cum 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

9 Providing 10mm thick cement plaster in single coat on 390.40 Sqm. 150.67

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

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

10 Painting two coats (excluding priming coat) on new steel and 685.00 Sqm. 102.87

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

11 Finishing wall with weather proof exterior emulsion paint on wall 390.40 Sqm. 122.14

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

12 Filling available excavated earth ( Excluding Rock) in trenches, 26.35 Cum. 137.47

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

depth consolidating each deposited layer by ramming and

13 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2- 922.50 Sqm 304.39

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

in one layer and finished with a floating coat of neat cement (A

40mm thick)

Total Amount TOTAL Rs.

Total Amount TOTAL Rs.

i.e. Rupees Forty Lakh(s) Seventy Two Thousand Two Hundred Fifty Six And Paise Forty One 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

LIMKHEDA 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