Construction Of New Orda in Sharmi Primary School At Village Khedapa Ta. Santrampur , Dist. Mahisagar (Second Attempt)

Name of Work :- Construction Of New Orda in Sharmi Primary School At Village

Khedapa Ta. Santrampur , Dist. Mahisagar

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 31.31 Cum 272.60

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out 9.41 Cum 295.10

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- Cement : 2- Coarse 2.82 Cum 4352.09

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete Including cost of formwork But Excluding The Cost Of

reinforcement for reinforced concrete work in (A) Foundations, footings,

Base or columns and Mass concrete .(For PCC)

4 Provinding and laying controlled cement concrete M -250 and finishing 4.03 Cum 4768.21

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. (For Pad Footing)

5 Providing and laying controlled c.c. M.250 & curing complete including the 1.52 Cum 7967.89

cost of form work but excluding the cost of reinforcement for reinforced

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

G.F. (For Column Up to PL)

6 Providing and laying controlled cement concrete M.250 and curing complete 4.45 Cum 6053.94

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.(For Ground Beam)

7 Filling available excavated earth (Excluding rock) in trenches plinth, sides of 28.37 Cum 136.92

foundation etc in layers not exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering.

8 Filling in foundation and plinth with murrum or selected soil in layers of 10.37 Cum 295.15

20cm. thickness including watering, ramming and consolidating etc.

9 Filling in plinth with sand under floors including watering, ramming 2.22 Cum 479.80

consolidating and dressing etc. complete.

10 Anti-Termite System:Providing and laying of permanent piping technology 44.44 Sq.m. 63.63

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 1.9 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

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

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 @ 5 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.(II)Anti

Termite chemical injected area (Chemical injecting incl. labour cost)

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

11 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 7.58 Sq.m. 321.97

(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 crushing strength 2.68 Cum 4214.33

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 having crushing 16.56 Cum 4496.05

strength not less than 35 kg/sq.cm in Super Structure above floor Two Level

in cement mortar 1:6 ( 1 cement : 6 fine sand ) (B) Conventional.( For B/W

14 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- 2.32 Cum 4147.33

crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping

15 Providing and laying controlled cement concrete M.200 and curing complete 1.34 Cum 7821.44

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

reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level. (For Lintel)

16 Providing and laying controlled cement concrete M.200 and curing complete 1.41 Cum 6907.39

Including the cost of formwork But Excluding the cost of reinforcement for

reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level.(For Chajja)

17 Providing and laying controlled c.c. M.200 & curing complete including the 2.16 Cum 7934.56

cost of form work but excluding the cost of reinforcement for reinforced

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

G.F.(For Column)

18 Providing and laying controlled cement concrete M.200 and curing complete 4.45 Cum 6560.96

Including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level. (For Beam)

19 Providing and laying controlled cement concrete M.200 and curing complete 6.67 Cum 4877.29

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

reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level.(For Grade slab)

20 Providing and laying controlled cement concrete M.200 and curing complete 6.67 Cum 6658.93

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

reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level.(For slab)For GF Slab

21 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 3959.00 Kg. 77.29

bending, binding and placing in position complete upto floor two level.

22 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to 5.00 No. 136.75

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 solid core 2.10 Sq.m. 7461.88

finished with both side 1 mm thick lamination both side like 'NOVAPAN 'or

equivalent, of natural wood grain shade as approved by this office having

telephone black granite 18 mm thick frame with double stone as per the

instruction of Engineer in charge.with necessary SS hinges and fixtures etc

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

24 Providing and fixing window having extruded aluminum colour anodized 7.92 Sq.m. 3199.68

section frame main outer size 95mm x 24mm x 1.17mm (of Jindal section

no.2459 @ Wt. 0.738 Kg/mt), horizontal three track member size 92mm x

31.75mm x 1.30mm (of Jindal section no. 8688, @ Wt. 1.07 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

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 details etc.

25 Providing and fixing M.S. grills of required pattern to 146.84 Kg. 147.46

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.

26 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of 39.08 Sq.m. 1401.38

cement mortar 1:6 ( 1 cement: 6coarse sand) on new surface or fixing on

existingflooring by adhesive material including dismentaling ofexisting

flooring and jointed with color cement slurryincluding finised with flush

pointing & cleaning thesurface etc. complete for light shade

27 Providing and laying Marbo Grenite tiles 8 to 10 mm thick , 24'' x 24'' in 3.37 Sq.m. 1195.02

skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement

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

28 Providing and laying 18 mm thick machine cut ,free edges ,machine polished 2.13 Sq.m. 3325.93

Black Granite tread and risers in single piece with 1 cm nosing and

necessary grooves on treads etc. complete.

29 Providing and laying broken china mosaic flooring for terrace using 44.45 Sq.m. 779.70

12 mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions and

extending them upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

30 Providing and laying BBCC of 75mm th. Layer in CM (1:3) including 44.45 Sq.m. 689.83

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 tratment.

31 Providing and cement vata (10cm x 10cm size) quarter round in cement 27.84 Rmt. 24.28

mortar 1:1 including neat cement finishing watering etc. complete.

32 Providing 15mm thick cement plaster in single coat on Rough (Similar)side 85.45 Sq.m. 175.39

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)

(Interior Plaster)

33 Providing 15mm thick cement plaster in single coat on ceilings and sofits of 39.08 Sq.m. 201.44

stairs upto floor two level instead of plastering on walls and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) (For Ceiling

34 20mm thick sand faced cement plaster on walls upto height 10 metres 172.17 Sq.m. 345.75

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-

cement : 3-sand)With Chiken mesh and 8mm thick finishing coat of C.M. 1:1

(1-cement : 1-sand) etc. complete.

35 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 26.16 Rmt. 43.05

36 Applying two coats of putty & two coats of primer of approved brand and 85.45 Sq.m. 40.59

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. (Interior Wall Putty)

37 Applying two coats of putty & two coats of primer of approved brand and 39.08 Sq.m. 42.77

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. (Ceiling Putty)

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

38 Wall painting two coats with plastic emulsion paint of approved brand and 85.45 Sq.m. 82.85

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. (Interior Wall Paint)

39 Finishing wall with weather proof exterior emulsionpaint on wall surface (two 172.17 Sq.m. 120.26

coats) to give an requiredshape even shade after thoroughly brushing the

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

complete (Exterior Wall Paint)

40 Wall painting two coats with plastic emulsion paint of approved brand and 39.08 Sq.m. 85.03

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. (Ceiling Paint)

41 Providing laying and jointing in true line and level 110 diameter U.P.V.C. 16.00 Rmt. 876.90

SWR Type B pipe confirmng to IS 13592-1992 with one end plain and other

end socketed with rubbering, & fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointd with each

other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of

the size 110 mm diameter x 149 mm length x 145 mm high at every

mm center to center or shall be concealed in walls as directed including

necessary fittings such as Cowel vent, bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of

42 Clearing and grubbing road land including uprooting rank vegetation grass 0.01 Hect. 84255.99

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

43 Providing and fixing 90 cm high Stainless steel railing made from 1.90 Rmt. 3162.31

anticorrocive S S pipe of 50 mm dia (16Gauge) as hand rail with S S

mm dia (16Gauge) as a vertical support fixed in RCC slab at 1.2m c/c

including three horizontal S S pipes of 25 mm dia (16Gauge) at eqal

distance fixed by 18.75 mm dia (16Gauge) S S pipe including accessories

as per detailed drawing as directed etc. complete.

44 Providing & Fixing Co2 type portable ABC Dry Powder Type ABS Fire 1.00 No. 3535.00

Extinguisher Capacity 4.5 Kg. Discharge Range 3mt. Timing 60 to 180 Sec.

standard approved IS code No. 2878:2004

Rupees Nine Lakh(s) Seventy Nine Thousand Three Hundred Ninety Three And Paise Forty Five Only

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

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.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

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 order.

Deputy Executive Engineer Executive Engineer

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

Santrampur Mahisagar (Lunawada)