New Gujrat Pettern 2025-26, Construction of Smasanbhumi at Various Villages of Kaprada Taluka,Dist.Valsad (KPR/smasan-3, Total 3 nos Work) (1) Vadi Bamanvahala Faliya (2) Borpada (3) Dabhadi Sarasmal Faliya (Re-invite)

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5M depth including 158.69 Cum 254.37

sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 Meter lead. ( C )

Hard Murrum

2 Excavation for foundation depth from 1.50m to 3.00m 82.01 Cum 287.48

including sorting out and stacking of useful

materials and disposing of the excavated stuff upto

Meter lead. ( D )Soft rock not required blasting

3 Providing and laying cement concrete 1:4:8 ( 1 Cement : 21.53 Cum 2680.21

4 Coarse sand : 8 hand broken stone aggregate 40mm

nominal size ) and curing complete excluding the cost

of formwork and reinforcement for reinforced concrete

wirk(A) Foundations and Plinth

4 Providing and laying cement concrete 1:2:4 ( 1 Cement : 23.24 Cum 3948.18

4 Coarse sand : 4 -graded stone aggregate 20mm

nominal size ) and curing complete excluding the cost

of formwork and reinforcement for reinforced concrete

wirk in (A) Foundations, footings,Base or columns and

mass concrete.

5 Providing and laying ordinary cement concrete 1:2:4 ( 1 12.30 Cum 10040.66

Cement : 4 Coarse sand : 4 -graded stone aggregate

20mm 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:(B) COLUMNS, up to gl-pl

6 Filling available excavated earth (excluding rock) 189.51 Cum 130.39

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20cm. in depth consolidating

each disposited layer by ramming and watering.

7 Providing and laying ordinary cement concrete 1:2:4 ( 1 25.37 Cum 7665.60

Cement : 4 Coarse sand : 4 -graded stone aggregate

20mm 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) BEAMS, gb-pb

soil in layer of 20 cm in thickness including ramming

watering and consolidating etc. complete.

9 Providing and laying ordinary cement concrete 1:2:4 ( 1 12.35 Cum 10040.66

Cement : 4 Coarse sand : 4 -graded stone aggregate

20mm 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:(B) COLUMNS, for ground floor

10 Brick work using Hydraulically Pressed burnt clay 47.73 Cum 4021.02

building brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in Cement mortar

1:6 (1 Cement : 6 fine sand) ( B) Conventional

method.up to PL

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

11 Providing and laying ordinary cement concrete 1:2:4 ( 1 19.09 Cum 7665.60

Cement : 4 Coarse sand : 4 -graded stone aggregate

20mm 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) BEAMS, slab beams

12 Brick work using Hydraulically Pressed burnt clay 40.92 Cum 4295.99

building brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in Cement mortar

1:6 (1 Cement : 6 fine sand) ( B) Conventional

method.for ground floor

13 Providing and laying cement concrete 1:4:8 ( 1 Cement : 20.89 Cum 2680.21

4 Coarse sand : 8 hand broken stone aggregate 40mm

nominal size ) and curing complete excluding the cost

of formwork and reinforcement for reinforced concrete

wirk(A) Foundations and Plinth -plinth slab

14 Providing and laying ordinary cement concrete 1:2:4 ( 1 29.81 Cum 6888.15

Cement : 4 Coarse sand : 4 -graded stone aggregate

20mm 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) slab

15 Providing TMT Bar FE 500 D reinforcement for R.C.C. 10103.25 Kg 76.21

work including bending ,binding and placing in position

complete up to floor two level

16 Providing 15mm thick cement plaster in single coat on 223.70 Sqm 220.01

rough (similar)side of single or half brick walls for

interior plastering upto floor two level and finished with

a floating coat of neat cemrnt slurry (ii) Cement mortar

1:3 (1-cement :3-sand)

17 Providing 10 mm thick cement plaster in Single coat on 377.97 Sqm 153.67

brick/concrete wall for interior plastering finished even

and smooth in (ii) cement mortar 1:3 (1 cement : 3 sand)

Ground floor ceiling

18 20 mm thick sand faced cement plaster with gutkha 556.87 Sqm 300.66

finish on wall up to all height above ground level

consisting of 12mm thick backing coat of c.m. 1:3 (1

cement : sand) and 8 mm thick finishing coat of c.m. 1:1

(1 cement : 1 sand) etc. complete

19 P & L polished kotastone slab flooring over 20mm 262.93 Sqm 965.59

(average) thick base of cement mortar 1:6 ( 1 cement:

coarse sand) laid over and jointed eith grey cement

slurry mixed with pigment to match the shed of slab

including rubbing and pollishing etc. complete (A)

25mm thick

20 Finishing Wall with weather proof exterior emulsion 1158.60 Sqm 114.53

painting (two coats) to give an required shape even

shade after thoroughly brushing the surface remove all

dirt and remains of loose powdered materials with a coat

of cement washing etc. complete

21 Providing Erection and fixing double coated ISI water 3000.00 Lit 3.95

Tank of required capacity each with all necessary fittings

and connection etc complete on Terrace.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

22 Providing laying and jointing in true line and level 108.00 Rmt 91.84

25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by

Engineer In Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials.

23 Providing laying and jointing in true line and level 18.00 Rmt 72.65

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by

Engineer In Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials.

24 Providing and fixing Gun metal check or non-return 6.00 No. 420.63

fullway wheel valve.(C) 25mm dia.

25 Providing and fixing screw down bib taps of following 6.00 No. 186.83

size (A) Brass screw down bib tap polished bright

(i)15mmdia

26 Providing and fixing the metal-CI stand for resting Dead 6.00 No. 25835.80

body in place of the process burning process made of

appropriate metal section as per IS Code and material

which can with stand temperature of 500 to 1000' C

design and make as suggested by the engineer in charge.

27 Providing and laying (to level or slopes ) and jointing 36.00 Rmt 348.04

reinforced concrete light duty non presssure pipe I.S.

Class NP-2 of the following internal diameter with

collars and butt ends prepared for coller joints Including

testing of joints complete ( C ) 250mm

28 Providing and fixing board made up og GI/MS frame 3.00 No. 1616.00

with GI Sheet which display the information of type of

work ,logo,expenditure,name of agency, etc. complete.

As per design approved by engineer in charge.

Rupees ThirtySix Lakh FourtyOne Thousand Five Hundred ThirtyThree Paise Five 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. 36,41,533.05 Estimated Amount Put to tender.36,41,533.05

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

In Words In Words

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

(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

Executive Engineer

Panchayat ( R&B) Division

SHEDULE B Page