Building

Name of Work :- Construction of Room in Shamshan Grah at Village Talpoda, Ta:Kapadvanj, Dist:Kheda

BILL OF QUANTITIES

Item Description Quantities Unit Amount

No. In Figure In Words

Excavation for foundation upto 1.5 m depth including sorting out and stacking of Rupees One

useful materials and disposing off the excavated stuff as directed upto 50 Meter Hundred Seventeen

lead (A) Loose or soft soil and Paise Seven

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees One

and stacking of useful materials and disposing off the excavated stuff upto 50 Hundred Sixty Two

Meter lead.(B) Dense or Hard soil and Paise Thirty

Providing and laying cement concrete 1:3:6 (1‐ Cement : 3‐ coarse sand : 6‐ Rupees Three

Machine Crushed stone aggregates 40 mm nominal size) and curing complete Thousand Five and

excluding cost of formwork in (A) Foundation and Plinth. For PCC Paise Seventy Six

Brick work using common burnt clay building bricks having crushing strength Rupees Four

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1‐ Thousand Twenty

Cement : 6 ‐fine sand)(B) Conventional One and Paise Two

Filling available excavated earth (excluding rock) in trenches. plinth, sides of Rupees One

foundations etc. in layers not exceeding 20 cm. in depth consolidating each Hundred Thirty and

disposited layer by ramming and watering. Paise Thirty Nine

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

thickness including watering, ramming and consolidating etc. complete.

6 16.60 Cum 282.02 Hundred Eighty Two

and Paise Two Only

Providing and laying ordinary cement concrete M200 and curing complete

including the cost of formwork but excluding the cost of reinforcement for RCC

7 work. (a) Foundation, Footing base of column mass concrete. For Footing 10.60 Cum 7376.04

Hundred Seventy Six

and Paise Four Only

Providing and laying ordinary cement concrete 1:1.5:3 (1 cement : 1.5 coarse Rupees Seven

sand : 3 graded stone aggregates 20 m.m. nominal size) and finishing smooth Thousand Two

8 with curing etc. complete including the cost of form work but excluding the 5.10 Cum 7211.94 Hundred Eleven and

cost of reinforcement for R.C.C. work in :Plinth Beam(i) Having cross sectional Paise Ninety Four

area .08 to 0.12 sqm. Only

Brick work using common burnt clay building bricks having crushing strength Rupees Four

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1‐ Thousand Two

9 Cement : 6 ‐fine sand)(B) Conventional For GF 2.90 Cum 4289.21 Hundred Eighty

Twenty One Only

Providing and laying ordinary cement concrete M200 and curing etc. complete Rupees Eight

including the cost of form work but excluding the cost of reinforcement for RCC Thousand Five

10 work (C) Column For GF 6.90 Cum 8548.97 Hundred Forty Eight

and Paise Ninety

Providing and laying ordinary cement concrete M200 and curing etc. complete Rupees Six

including the cost of form work but excluding the cost of reinforcement for RCC Thousand Eight

11 work (B) Beam For GF 5.90 Cum 6801.76 Hundred One and

Paise Seventy Six

Providing & laying ordinary C.C. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded Rupees Six

stone aggregate of 20 mm nominal size) and finishing smoothe with curing Thousand Seven

12 etc. Complete including cost of form work but excluding cost of 6.90 Cum 6740.58 Hundred Forty and

reinforcement. for R.C.C. work in (A) SLAB having C.S. than 10 cm and upto 13 Paise Fifty Eight

cm thcikness. For GF Only

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, Rupees Seventy Six

13 binding and placing in position complete upto floor two level 4492.00 Kg 76.21 and Paise Twenty

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres Rupees Three

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1‐cement : Hundred Thirty Five

3‐sand) and 8mm thick finishing coat of C.M. 1:1 (1‐cement : 1‐sand) including and Paise Sixty Five

scaffolding curing etc. complete. Only

Name of Work :- Construction of Room in Shamshan Grah at Village Talpoda, Ta:Kapadvanj, Dist:Kheda

BILL OF QUANTITIES

Item Description Quantities Unit Amount

No. In Figure In Words

Providing 20 mm thick double coat smooth cement plaster on interior Brick

Work / concrete work for plastering comprising of base coat of 12 mm thick Rupees Two

cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing Hundred Seventy

and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) and Paise Forty Two

finished with trovel including scaffolding curing etc. complete. Only

Finishing wall with weather proof exterior emulsion paint on wall surface (two

coats) to give an required shape even shade after thoroughly brushing the

16 89.60 Sqm 155.05 Hundred Fifty Five

surface to remove all dirt, and remains of loose powdered materials.etc

and Paise Five Only

Applying two coats of acrylic laphy (putty) & two coats of primer of approved

brand and manufacture on new wall surface to give an even shade including

Rupees Forty and

17 thoroughly brushing the surface free from mortar dropping and other foreign 41.10 Sqm 40.59

Paise Fifty Nine Only

matter and sand papered smooth as per instruction of Engineer in charge &

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

Hundred Nineteen

18 throughly brushing the surface free from mortar droppings and other foreign 41.10 Sqm 119.42

and Paise Forty Two

matter and sand papered smooth.smooth.

Providing, laying and jointing in true line and level 110 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 systempipe line, pipe shall be jointed with each other with rubber Rupees Eight

lubricant, pipe shall be fixed on wall using of PVC clamp of thesize 110 mm Hundred Thirty Five

diametre x 149 mm length x145 mm heigh at every 2000 mm center tocenter or and Paise Fourteen

shall be concealed in walls asdirected including necessary fittings such as bends, Only

shoes etc. including testing of pipesand joints and jointed with adhesive solvent

cement including cost of all materials.

Providing and fixing Cast Iron Cremation Pyre of required pattern to wooden

frames of windows etc. with M.S. flats at required spacings and frame alround, Rupees One

square or round bars with round headed bolts and nuts or by screws. Hundred One Only

Rupees Eight Lakhs Thirty Five Thousand Twenty Five and Paise Seventy Two Only

I/We am/are willing to carry out the work at…..% 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.

(A) Estimated amount put to tender Estimated amount put to tender

(B) Deduct………% below Add………% below

(Rs. in Words __________________Only). (Rs. in Words __________________Only).

(* Please strike out whichever is not applicable).

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.

Dated Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

Kapadvanj Kheda