Construction of New 2000 MT Godown, Ancillary works at Ta. Sankheda Dist. Chhotaudepur.

Name of Work :- Construction of New 2000 MT Godown, Ancillary works at Ta.

Sankheda, Dist. Chhotaudepur.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Amount

1 Excavation for foundation upto 1.5 mt. depth including sorting out and 1138.70 Cu.M. 125.86

stacking of useful materials and disposing the excavated stuff upto any.

lead (A) Loose or soft soil

2 Excavation for foundation upto 1.5 mt.to 3.0mt depth including sorting out 606.10 Cu.M. 160.89

and stacking of useful materials and disposing the excavated stuff upto

mt. lead (B) Dence and Hard soil

3 Providing and laying controlled cement concrete M-150 and curing 84.60 Cu.M. 3898.54

complete including the cost of form work and reinforcement for reinforced

concrete work in : (a) Foundations, footings Bases of columns and the like

and Mass concrete.

4 Providing and laying controlled cement concrete M 250 using B.T. stone 265.30 Cu.M. 4578.57

aggregate and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced concrete work in. (A)

Foundation footing, base of columns & mass concrete.

5 Providing and laying controlled cement concrete M 250 using B.T. stone 42.50 Cu.M. 5994.35

aggregate and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced concrete work in. For

RCC Columns up to Plinth level.

6 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 Coarse sand : 6 250.80 Cu.M. 3671.35

graded B.T stone aggregate 20mm nominal size) Curing comp. including

cost of form work in foundation and plinth.

7 Provinding and Laying controlled cement concrete M-250 & including 139.30 Cu.M. 5783.26

finising smooth with curing complete including the cost of form work but

excluding cost of reinforcement concrete for RCC PLINTH BEAM for any

cross sectional area of beam.

8 Brick work using common Brunt clay building bricks having crushing 137.70 Cu.M. 4279.98

strength not less than 35 Kg./Sq.cm.. in cement mortar 1:6 (1cement :

fine sand) (b) Conventional In Foundation and Plinth

9 Filling in foundation and plinth with murrum or selected soil in layers of 2702.60 Cu.M. 304.60

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

10 Filling in plinth with sand under floors including watering ramming, 1015.80 Cu.M. 489.28

consolidating and dressing complete

11 Filling available excavated earth (excluding rock) in trenches. plinth, sides 262.70 Cu.M. 137.47

of foundations etc. in layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering

12 Applying general insecticide pest control treatment to floors, cupboards 1193.80 Sq.M. 49.25

etc. including labour material etc. complete. Using Heptachloride 20 EC.

As Per 6113_pests Concentration Weight 0.50 percent is recommended

one litre chemical emulsion dilute with 39 litter of water will give. Total

dilute concentration will be 40 litre inclusive of one litre chemical emulsion

application 0.5 Litre chemical / Sq.M.. of surface is recommended as per

13 Providing and laying trimix vacume dewatering processcement concrete 171.20 Cu.M. 4172.54

work ordinary M-200 and curing complete including compaction &

Finishing of cement concrete road by trimix process providing extra labour

charge for trimix vaccum dewatering service process on cement concrete

road surface by using vaccum dewatering pump floater surface vibrator

including making groove 5mm width and filling with polynile kpolynier and

rough finish to surface as per instruction including levelling etc complete.

for RCC TRIMMIX FLOOR SURFACE

It. Item of Work Qty. Unit Rate in Amount

14 Providing and laying controlled cement concrete M-200 and curing comp. 28.30 Cu.M. 9393.06

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

reinforced concrete work for Columns, pillars, posts and struts AT

15 Provinding and Laying controlled cement concrete M-200 and with curing 22.10 Cu.M. 9433.47

etc.complete. Including the cost of formwork but excluding the cost of

reinforcement for R.C.C work in Column heving any cross section area of

Column.For First Floor Column.

16 Provinding and Laying controlled cement concrete M-200 and with curing 41.00 Cu.M. 7648.40

etc.complete. Including the cost of formwork but excluding the cost of

reinforcement for R.C.C work in beam heving any cross section area of

BEAM. for First floor.

17 Providing and laying controlled cement concrete M-200 and curing 10.50 Cu.M. 7405.32

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Lintels Ground Floor

18 Providing and laying controlled cement concrete M-200 and curing 58.60 Cu.M. 7362.90

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in CHHAJJAS For All FLOOR

19 Provinding and Laying controlled cement concrete M-200 including finising 26.80 Cu.M. 13073.50

smooth with curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work in VARTICAL AND

HORIZONTAL FINS/ PADADI For all floor.

20 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 84102.00 Kg 77.29

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

21 Providing and laying brick work using common burnt clay building 91.30 Cu.M. 4279.98

conventional type bricks having crushing strength not less than

Kg./Sqcm. in super structure in cement mortar 1:6 (1 cement : 6 fine sand)

for Ground floor including the cost of all materials and labour charges etc.

22 Providing and laying brick work using common burnt clay building 79.60 Cu.M. 34868.40

conventional type bricks having crushing strength not less than

Kg./Sqcm. in super structure in cement mortar 1:6 (1 cement : 6 fine sand)

for First floor including the cost of all materials and labour charges etc.

23 Providing and fixing rolling shutters of approved make made of 80 mm 50.00 Sq.M.. 4546.01

wide M.S. laths inter-locked together through their entire length and jointed

together at the ends by end locks mounted on specially designed pipe

shaft with bracket plates, guide channels and arragements for inside and

outside locking with push-pull operation including the cost of hood cover

and spring etc. complete.(B) Shutters having width 3.5 M. and above.

24 Providing and fixing Glass bicks Partition using glass brick of required 36.00 Sq.M.. 3077.47

design,type size of glass bick 19 x 19 cm and fixing the same with 4mm

dia alluminium bar at every 3rd layer with white cement etc.complete.

25 Providing & fixing M.S. Grill using 16 mm dia M.S. Bars @ 15 cm C/C fixed 1045.00 Kg 133.83

in frame using angle 35 mm x 6 mm, 35 x 6 mm flat in center, and

Galvanized wiremesh jali 20mm x 20 mm spacing, including red lead

primer coat and two coats of oil painting etc. complete.

26 Providing 10 mm thick cement plaster in single coat on fair side 261.90 Sq.M.. 229.17

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

even and smooth in cement mortar 1:3 (1 cement : 3 sand) including

finishing with a floating coat of neat cement slurry etc. complete for Ceiling

27 Providing 15mm thick cement plaster in single coat on brick/concrete 1028.30 Sq.M. 231.38

walls for interior plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:4 (1-cement:4-sand) including finishing with

a flating coat of neat cement slurry etc. complete. for Ground Floor

It. Item of Work Qty. Unit Rate in Amount

28 20mm thick sand faced cement plaster on walls upto height 10 metres 1544.00 Sq.M. 353.98

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

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

sand) etc. complete.

29 Providing and laying polished Kota stone slab flooring over 20mm 113.90 Sq.M. 1019.39

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey

cement slurry mixed with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25mm thick

30 Providing and laying water proofing tretment with chaina mosaic tiles 140.60 Sq.M. 1084.09

flooring over avg 40 mm C.C. 1:2:4 {1 Cement : 2 sand : 4 Kapachi / Gritt

to 12 mm size} bedding for maintaining slope for plain and curve surface &

12 mm to 20 mm of broken piece of seramic / glazed tiles ( one for more

color as directed ) to be laid over cement mortar bedding of C M 1:3 (1

cement : 3 sand ) containg one Kg of water profing materials per bag of O

P C at plain or / and slops and to be tempered to bring mortar eramic up

to surface with using white cement and colour pigment including rounding

of junctions and extending them up to 15 cm along the wall and curing with

bends any pattens or design as per drawing and cleaning by using oxalic

acid etc complete.

31 Applying two coats of putty & two coats of primer of approved brand and 1028.30 Sq.M. 125.41

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.+Wall painting (two coats) with

plastic emulsion paint of 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.

32 Finishing wall with weatherproof exterior emulsion paint on wall surface 1805.90 Sq.M. 122.14

(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.

33 Providing and Fixing PROFLEX type self supported Roof (Arch Type) using 1363.50 Sq.M. 2435.11

Cold rolled, Galvalume steel colour coated sheet 1.1mm thick conforming

to ASTMA 653,A792 DIN,ALU Zinc Coating : AZ150 and Regular Modified

Polyester painting with epoxy primer service coat at bottom, including

necessary fixtures & Fastening for Lighting arrangement and turbo

ventilator with sky light.

34 Painting three coats on stell and other metal surface with enamel paint of 26.40 Sq.M.. 190.23

approved quality brushing interior to give an even shade including cleaning

the surface of all dirt, dust and other matters including applying priming

coat over new steel.

35 Providing and laying damp proof course 25mm thick cement concrete 1141.20 Sq.M.. 316.17

1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size)

and curing complete

36 Brickwork using common burnt clay building bricks having crushing 13.60 Cu.M. 4568.40

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional In Foundation &

Plinth and super structure above plinth level up to two floor level.

37 Provinding and Laying controlled cement concrete M-200 and with curing 1.00 Cu.M. 4019.80

etc.complete. Including the cost of formwork but excluding the cost of

reinforcement for R.C.C work in Coping.

38 Providing and fixing M.S. grills of required pattern to wooden frames of 1370.00 Kg. 123.22

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.

including one coat of primer and two coats of mattfinished oil painting etc

complete. (sliding gate in triangal shapein back side)

39 Earthwork for embankment including breaking clods, dressing with all lead 2438.00 Cu.M. 173.31

and lift (excluding watering and consolidation) (E) From borrow pits within

40 Clearing and grubbing road land including uprooting rank vegetation grass 0.49 Hect. 28455.09

bushes, shrubs, sapling and trees girth upto 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (C) By mechanical

means in area of light jungle.

It. Item of Work Qty. Unit Rate in Amount

41 Box cutting the road surface to proper slope and camber for making a base 263.00 Cu.M. 112.02

for road work including removing the excavated stuff with desposing on the

road side slope as directed up to 50 mt. Lead

42 Providing and laying compacted Water bound Macadam of compacted 150 176.00 Cu.M. 2049.29

mm (average) thick grade II as per MORT&H specifications using crushed

MT metal of size 45 mm to 63mm with using 13% stone screenings

13.2mm nominal size and binding material @7% stone dust as filler

including spreading in uniform thickness, watering and consolidation with

vibratory roller etc. complete.

43 Supplying of hard murrum / binding murrum in layers of 20cm. thickness 88.00 Cu.M. 878.79

including watering, ramming and consolidating etc. complete. materials

with lead up to 10 km

44 Providing and laying foundation cement concrete 1:3:6 ( 1 cement :3 176.00 Cu.M. 4026.02

coarse sand : 6 aggregate 20mm nominal size ) graded concrete and

curing complete

45 Providing and and laying controlled cement concrete M250 and curing etc. 176.00 Cu.M. 4277.60

comp. excluding the cost of form work and reinforcement for R.C.C. work

for internal road.

46 Compaction and finishing of cement concrete road by tremix process, 876.00 Sq.M. 88.88

providing extra labour charge for trimix (Vaccum dewatering service)

process on cement concrete road surface by using vaccum dewatering

pump floater surface vibrator including making groove 5mm width and

filling with polyvynile polymer and rough finish to surface as per instruction

including leveling etc. complete.

47 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 100.00 Rmt 4710.56

with collars for culverts including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 casted

by vertically vibrated technology of following internal diameter. 900mm dia.

48 Dewatering/ watering 876.00 SqM 53.53

49 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 2.00 Cu.M. 2781.12

8- hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth

50 Providing and laying controlled cement concrete M.200 and curing 15.50 Cu.M. 3973.96

complete excluding the cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of columns and

51 Steel work, welded in built up sections framed work including cutting, 117.22 Qntl. 9108.48

hoisting, fixing in position and applying a priming coat of read 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 (upto 10 ton),

52 Providing corrugated G.I. sheet of class- 3 roofing fixed with glavanished 536.00 Sq.M. 734.19

iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.

limpet washer or G.I. limpet washer. filled with white lead complete

excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet.

53 Applying priming coat over new steel and other metel surface after and 563.50 Sq.M. 106.62

including preparing the surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint brushing red lead. with

Painting two coats (excluding priming coat) on new steel and other metal

surface with synthetic enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and other foreign matter.

54 Excavation for foundation up to 1.5mt to 3.0 mtr depth including sorting 82.10 Cu.M. 174.56

out and stacking of useful materials and disposing of the excavated

stuff upto any lead.(B) Dense or Hard soil

55 Excavation for foundation from 3.0 mtr to 5.0mt depth including sorting 14.20 Cu.M. 307.16

out and stacking of useful materials and disposing of the excavated

stuff upto any lead.(C) Hard Murrum

It. Item of Work Qty. Unit Rate in Amount

56 Providing and laying Controlled cement concrete M 250 and curing 1.10 Cu.M. 4578.57

complete including the cost of form work but excluding the cost of

reinforcement.(a) Footing.

57 Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. 8.90 Cu.M. 625.47

thickness including watering, remming and consolidating etc. complete.

58 Providing 15mm thick Trowelled Finished cement plaster in single coat on 154.80 Sq.M. 201.79

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

even with floating coat and smooth in (i) Cement mortar 1:3 (1-cement: 3-

sand) etc. complete. for Ground Floor

59 Providing and Laying Controlled cement concrete M-200 and finishing 7.00 Cu.M. 7160.51

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (iii) Slabs having

more than 10 cm and upto 13 cm. thickness

60 Providing and laying controlled cement concrete M-200 and finishing 1.10 Cu.M. 7607.99

smooth with,curing etc. complete including the cost of formwork but

excluding the cost of reinforcement for R.C.C work in Beam (i) Having

cross-sectional any area

61 Providing cement vata (10cm. x 10 cm. size) quarter round in cement 24.50 Rmt 24.28

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

62 Providing and Laying (to level slopes) and jointing with stiff mixture of 180.00 Rmt 225.58

cement mortar in proportion 1:1 selt glazed stoneware pipes including

testing of pipes and joints complet. (A) 150mm Dia

63 Providing and fixing to wall, ceiling and floor10.0kgf/cm2 working pressure 12.00 Rmt 280.23

polyethylene pipes of the following outside dia. & low density, complete

with special flange compression type fittings wall clamps etc. including

making good the wall, ceiling and floor.(F) 75 mm

64 Providing and fixing in position cowel went to pipes.(B) 75mm dia 2.00 Rmt 393.04

i.e. Rupees Two Crore Eighty Three lacs Seventy Four thousand Eight hundred Thirty Five and Sixty Four paisa only.

I/We am/are willing to carry outDeputy Executive

the work Divisional

@ _______ __ %Accountants Officer

above/below Executive

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.

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.

5. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 0.00 must be recovered from 1st R.A. bill of

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Road & Building Sub Division, Road & Building Division, Road & Building Division,

Bodeli Chhotaudepur Chhotaudepur