Construction of New Library At Morva Hadaf Ta :- Morva (H), Dist:- Panchmahal (Second Attempt)

BILL OF QUANTITIES (SCHEDULE-B)

Memorandum showing items of works to be carried out

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

1 Excavation for foundation upto 1.5 m depth including 105.88 Cu.mt 261.70

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m 46.00 Cu.mt 282.85

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

3 Providing and laying cement concrete work 1:2:4 (1- 10.41 Cu.mt 4099.59

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and Mass

4 Provinding and laying controlled cement concrete M -250 15.72 Cu.mt 4813.66

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) Foundations, footings, Base of

Columns and Mass concrete.

5 Providing and laying controlled Cement Concrete M.250 & 4.68 Cu.mt 7568.94

curing complete including the cost of form work but

Excluding the cost of reinforcement for reinforced concrete

work in Collumns, pillars, posts & struts upto floor two level

6 Provinding and laying controlled cement concrete M -250 15.58 Cu.mt 5746.90

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) plinth Beam

7 Filling available excavated earth (excluding rock) in 106.14 Cu.mt 130.39

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

8 Filling in foundation and plinth with murrum or selected soil 58.51 Cu.mt 273.96

in layers of 20cm. thickness including watering, ramming

and consolidating etc. complete.

9 Filling in plinth with sand under floors including watering 4.95 Cu.mt 460.19

ramming, consolidating and dressing complete

DTP New Library Morwa Hadaf

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

10 Anti-Termite System:Providing and laying of permanent 99.00 Sq.mt 134.33

piping technology anti-termite treatment before flooring

work by installing LLDP (Low linear density polyethylene)

tube of 8 mm O.D. & 6.4 mm 1.D. with inbuilt pressure

compensation chip every 30 cm interval in the tube, having

working pressure of 2 Kg/cm2 and release rate of

Itr/hour fixed by P-clips and nails. The LLDP pipe shall be

installed at the entire periphery of the building and at

internal network of building at a depth of 20 to 200 mm

under floor at every 2 to 3 mtr. c/c distance (adjusted as per

building layout ) & Ends of loop pass through a PVC elbow

of minimum 32 mm ID at junction box of wall and floor level,

entering into a steel reinforced grooved flexible pipe of

minimum 22 mm ID leading into junction box and the loops

shall terminate in junction boxes & test every junction during

injecting chemicals for termite control treatment. The anti

termite chemical Imidacloprid 30.5% SC mix as per IS-6313

(part III) shall be injected by the pressure pump diluted with

water @ 10.5 ml/5 ltr of water at the rate of 2 Kg/sq.cm @

Ltr/SMT. The contractor shall submit approved line plan for

piping system and junction boxes dully approved by

Engineer-in-Charge with bond of 5 year warranty.

(i)Permanent pipe system with junction boxes (Only pipe

11 Providing and laying damp proof course 25mm thick 15.93 Sq.mt 306.64

cement concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone

aggregate 10 mm nominal size) and curing complete

12 Brick work using common burnt clay building bricks having 14.96 Cu.mt 4021.02

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

13 Brick work using Common burnt clay building bricks 18.13 Cu.mt 4289.33

having crushing strength not less than 35 kg/sq.cm in Super

Structure above plinth level and up to floor Two Level in

cement mortar 1:6 ( 1 cement : 6 fine sand ) GF (B)

14 Half brick masonary in Common Burnt Clay building 21.44 Sq.mt 651.67

bricks having crushing strength not less than 35 kg/sq.cm in

super structure above plinth level upto floor two level in

cement mortar 1:4 GF ( 1 cement : 4 fine sand) (B)

15 Providing and laying Controlled cement concrete M200 and 2.76 Cu.mt 7088.18

curing etc. complete including the cost of form work but

excluding the cost of reinforcement. (C) Slabs Landings

shelves Balconies ,Lintel -chhaja ,beams ,girders and

cantilever up floor to level (GF)

16 Providing and laying Controlled cement concrete M200 and 2.39 Cu.mt 6546.82

curing etc. complete including the cost of form work but

excluding the cost of reinforcement. (C) Slabs Landings

shelves Balconies ,Lintel -chhaja ,beams ,girders and

cantilever up floor to level (GF)

17 Providing and laying controlled Cement Concrete M.200 & 7.65 Cu.mt 7523.49

curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in Collumns, pillars, posts & struts upto floor two level

DTP New Library Morwa Hadaf

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

18 Providing and laying controlled Cement Concrete M.200 & 15.58 Cu.mt 6216.55

curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced concrete

work in Beam upto floor two level

19 Providing and laying controlled Cement Concrete M.200 & 14.85 Cu.mt 6309.47

curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in Slabs,landing,cantilevers upto floor two level for

20 Providing and laying controlled Cement Concrete M.200 & 14.85 Cu.mt 4612.67

curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced concrete

work in Slabs,landing,cantilevers upto floor two level for

21 Providing TMT Bar FE 500D reinforcement for R.C.C. work 10544.90 Kg 76.21

including bending, binding and placing in position complete

upto floor two level

22 Providing and fixing M.S. Fan clamps type 1 to 16mm dia 10.00 Nos 132.20

M.S. bar bent to shape with hooked ends to R.C.C. slabs

curing, laying including painting the exposed portion of

loops, all as per standard design complete.

23 Providing & fixing 40 mm thick Single shutter flush door 3.60 Sq.mt 6910.42

solid core finished with both side 1 mm thick laminationboth

side like 'NOVAPAN 'or equivalent, of natural wood grain

shade as approved by this office having telephone

blackgranite 18 mm thick frame with double stone including

fixed ventilation above lintle level as per drg and as per

theinstruction of Engineer in charge.with necessary SS

hinges and fixtures etc . complete.

24 Providing & fixing Aluminium section door frame 2.16 Sq.mt 2950.27

alluminium section of size 63.50 x 38.10 x 1.95 mm(of

Jindal ection no:4605,@ Wt 1.094Kg / Rmt with colour

anodized alluminium frame with 5 mm thick transparent

bronze colour tinted float glass and fiber/acrylic sheet board

of 2 to 3 mm thick as details etc complete granite 18 mm

thick frame with as per the directed by Engineer in Charge.

including necessary SS hinges and fixtures etc .

25 Providing and fixing window having extruded aluminum 13.35 Sq.mt 4233.92

colour anodized section frame main outer size 95mm x

24mm x 1.17mm (of Jindal section no.2459 @ Wt.

Kg/mt), horizontal three track member size 92mm x

31.75mm x 1.30mm (of Jindal section no. 8688, @ Wt.

Kg/mt), vertical member of size 92mm 31.75mm x 1.50mm

(of Jindal section no. 8933 @ Wt. 1.06 Kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x

1.29mm (of Jindal Section No. 8947 @ Wt. of 0.456 Kg/mt),

vertical member of size 40mm x 18mm x 1.29 mm (of

Jindal section no: 8949 @ Wt. of 0.456 kg / mt) with 5 mm

th transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing Including Granite Frame as per

DTP New Library Morwa Hadaf

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

26 Providing and fixing window having extruded aluminum 4.86 Sq.mt 6403.40

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track

member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of

0.695 Kg/mt, vertical member of size 61.85 mm x 1.75mm x

1.30 mm @ wt.of 0.659Kg/mt with sliding shutters of

horizontal member size 40mm x18mm x 1.29mm @ wt.of

0.456Kg/mt, vertical member of size40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457Kg/mt with 5 mm

thick transparent bronze colour tinted floatglass with powder

coated aluminum fittings and fixtures andtransparent silicon

sealant glass fixing to frame as per details etc complete for

27 Providing and fixing Aluminium partition sytem made from 30.16 Sq.mt 1434.20

Powder coated aluminum section of 63.50 x 38.10 x1.2mm

and other section which is necessory including 4 mm th.

Glass fitting with beading clip having single side film for

vision barrier and bottom panel with pvc sheet as per

design and all the joint filled with silicon chemical neat and

clean, all item must be executed as per directed by

engineer incharge and specification.

28 Providing and fixing M.S. grills of required pattern to 334.34 KG 123.22

wooden/Marble/Granite/Stone 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 (A) Ornamentle Grill.

29 Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 90.76 Sq.mt 1484.61

36'' in flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement. Light Shade

30 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 4.57 Sq.mt 1141.45

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 For Dedo

31 Providing and laying 18 mm thick machine cut ,free edges 15.05 Sq.mt 3325.93

,machine polished Black Granite tread and risers in single

piece with 1 cm nosing and necessary grooves on treads

32 Providing and laying BBCC of 75mm th. Layer in CM (1:3) 98.44 Sq.mt 615.09

including sparaying two coat of water proofing chemical with

selected brand by enginner incharge .i.e.perma or other

with leveling complete for ready base of china mosaic

33 Provoding IPS Water Treatment For Terrace Including 99.39 Sq.mt 747.29

Brushing,Cleaning and Spread of chement slurry at base

and water proofing chemical of one coat above IPS,50mm

thickness cement concrete IPS of grade 1:2:4 with water

proof material and Surface finish by neat cement slurry coat

with square pattern as per directed by engineer in charge or

as per specification.

34 Providing cement vata (10cm. x 10 cm. size) quarter round 89.16 Rmt 23.68

in cement mortar 1:1 including neat cement finishing,

watering etc. complete.

DTP New Library Morwa Hadaf

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

35 Providing 15mm thick cement plaster in single coat on 114.90 Sq.mt 167.03

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) including

Galvanised Iron Chicken Mesh, Complete. interior plaster

36 Providing 15mm thick cement plaster in single coat on 133.29 Sq.mt 191.85

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) including

Galvanised Iron Chicken Mesh, Complete. GF (Ceiling)

37 Providing 15mm thick cement plaster in single coat on 247.57 Sq.mt 198.97

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) including

Galvanised Iron Chicken Mesh, Complete.

38 Providing throating or plaster drip and moulding to R.C.C. 34.00 Rmt. 41.00

39 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 3.77 Cu.mt 3925.77

Coarse sand : 6- crushed stone aggregates 20 mm nominal

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

Wall Caps / Coping

40 Applying two coats of putty & two coats of primer of 114.90 Sq.mt 40.59

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter

and sand papered smooth.( For Interior wall)

41 Applying two coats of acrylic lappy (putty) and two coats of 133.29 Sq.mt 42.67

primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing

the surface free from mortar dropping and other foreign

matter and sand papered smooth. For ceiling

42 Wall painting (two coats) with plastic emulsion paint of 114.90 Sq.mt 78.90

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.(For interior Wall)

43 Wall painting two coats with plastic emulsion paint of 133.29 Sq.mt 80.98

approved brand and manufacture on wall surfaces to give

an even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and sand

papered smooth on ceiling.

44 Finishing wall with weather proof exterior emulsionpaint on 247.57 Sq.mt 114.53

wall surface (two coats) to give an requiredshape even

shade after thoroughly brushing the surfaceto remove all

dirt, and remains of loose powderedmaterials.etc complete

45 Painting lines, deashes, arrows, letters etc on roads, Air 9.40 Sq.mt 123.13

fields,on walls and like in two coats with road marking paint,

brushing including cleaning the surface of all dirt, dust and

other foreign matter. (i) Upto 10cm in width

DTP New Library Morwa Hadaf

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

46 Clearing and grubbing road land including uprooting rank 0.03 Ha. 80243.67

vegetation grass bushes,shrubs,sapling and trees girth up

to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials(A) By manual means in

area of light jungle

47 Providing & Fixing Co2 type portable ABC Dry Powder Type 1.00 Nos 3535.00

ABS Fire Extinguisher Capacity 4.5 Kg. Discharge Range

3mt. Timing 60 to 180 Sec. standard approved IS code No.

Rupees Fifty One Lakh(s) Eight Hundred Seventy Six And Paise Seventy Eight Only

I / we, am / are willing to carry out the works at______ % Above / below percent (should

be written in figure and words) of the estimate rates 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

DTP New Library Morwa Hadaf

Item No. Description of Item Quantity Unit Rates in Total Amount

Item No. Description of Item Quantity Unit Rates in Total Amount

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.

Quantity, rates & wording of items are as per estimates and calculation in the

schedule " B " are arithmetically checked and found correct.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

DTP New Library Morwa Hadaf