S.R. to Judicial Staff Quarters building and campus area at Hansot Dist. Bharuch (Repairs to Flooring, Interior Colour Work, Anti termite, Water proofing, Plaster, Sanitary fittings, Door-Window, Main Entry Gate, Entry Road Repairing, Safety Grill Repairing, Iron cupboard repairing, Ventilation, Oil paint, Plinth protection repairing) (2nd Attempt)

No. figures

1 Dismentaling tiled of stone floors laid in mortar including stacking of 185.67 Sq.m. 46.77

serviceable materials and disposal of unserviceable materials with all lead

2 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in tread and 93.00 Sq.m. 1073.13

landing on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry

3 Providing and laying Vitrified tiles 8 to 10 mm thick, in skirting risers of steps 11.00 Sq.m. 1141.45

and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry.

4 Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and 5.93 Sq.m. 957.63

landing laid on a bed of 12mm thick cement mortar1:3 (1 cement : 3 coarse

sand) finishing with flush pointing in white cement.

5 Providing and laying Ceramic tiles 6mm thick in skirting, risers of steps and 23.29 Sq.m. 995.81

dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry.

6 Providing and laying polished Kota stone slab flooring over 20mm (average) 20.16 Sq.m. 976.72

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.

7 Providing and laying polished kota stone slab 25mm thick in risers of steps, 3.20 Sq.m. 1121.48

skirting, dedo and pillars laid on 10mm thick cement mortar 1:3 (1-cement :

coarse sand) and jointed with gray cement slurry mixed with pigment to

match the shade of slab including rubbing and polishing etc. complete.

8 Dismantling santiary fittings like wash basin . W.C. pan Indian and European 4.00 No. 394.51

type, flushing tank etc. including stacking the materials with all lead and lift.

9 Providing and fixing wash down water closet (European type W.C. pan) with 1.00 No. 1303.71

integral P or S trap including jointing the trap with soil pipe in cement mortar

1:1 (1 cement : 1 fine sand) (Seal and cover to be measured and paid for

separately) (A) vitreous china pattern (i) in white colour.

10 Providing and fixing wash basin with single hole for pillar tap with C.I. or M.S. 2.00 No. 1947.28

brackets painted white including cutting holes and making good the same but

excluding fittings. (A) Vitreous China (ii) Flat back washbasin 550 mm x

400mm size. (i) In white colour.

11 Providing and fixing water closet squatting pan (Indian type W.C. pan) size 1.00 No. 948.09

580mm (Earthwork, bed concrete, foot rest and trap to be measured and

paid for separately) (A) Vitreous China (I) Long pattern = White colour

12 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 17.00 Rmt. 72.65

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

13 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 16.00 Rmt. 91.84

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

14 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 22.00 Rmt. 148.12

U.P.V.C (Sch-40) for cold water including fitting as approved by Engineer in

charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive solvent

including cost of all materials.

15 Providing and fixing Gun metal check or non-return fullway wheel valve. (A) 1.00 No. 186.83

15mm dia. as directed by Engineer in charge.

16 Providing and fixing Gun metal check or non-return fullway wheel valve. (C) 1.00 No. 420.63

25mm dia. as directed by Engineer in charge.

17 Providing and fixing Gun metal check or non-return fullway wheel valve. (D) 2.00 No. 663.43

40mm dia. as directed by Engineer in charge.

18 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 2.00 No. 833.73

mounted on 6mm the A.C. sheet or plywood sheet & fixing to wooden plugs

with C.P. brass screws and washers.

19 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 2.00 No. 603.19

fixed to wooden plugs with C.P. brass screws (B) 600mm x 20mm size.

20 Providing and fixing C.P. Bib cock 15 mm heavy duty with cap. 4.00 No. 400.58

21 Providing and fixing chromium plated brass half turn flush cock of approved 2.00 No. 263.77

quality including fixing in pipe line etc. complete. (ii) 25mm dia.

22 Constructing brick masonry chamber for underground C.I. Inspection 3.00 No. 7180.44

chamber and bends with bricks having crushing strength not less than 35Kg.

Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm internal

dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slab with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed concrete etc.

complete. (iii) Inside dimensions 600mm x mm and 450mm deep for pipe

lines with three or more inlets.

23 Providing 15 mm thick cement plaster in single coat on rough (similar) side 85.82 Sq.m. 187.71

of single or half brick walls for interior plastering upto floor two level and

finished even and smooth in cement mortar 1:3 (1- cement : 3 sand) etc.

24 Painting two coats (excluding priming coat) on previously painted steel and 36.84 Sq.m. 109.74

other metal surface with enamel paint, brushing to give an even shade

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

25 Providing and fixing 12.5 Litres low level flushing cistern with a pair, of C.I. or 1.00 Each 2344.42

Mild brackets, complete with fittings such as lead valve less syphon, 15mm

nominal size brass ball valve with polythene float, C.P. brass handle unions

and couplings for connections, with inlet, outlet and overflow pipes, 40mm

dia. porcelain enamelled flush bend including cutting holes in walls and

making good the same connecting the flush bend with cistern and closet

(overflow pipe to be measured and paid for separately) (A) Vitreous China (I)

In white colour

26 Providing and fixing screw down bib taps of following size. (A) Brass 1.00 No. 186.83

chromium plated screws down bib tap (i) 15mm dia. as directed by Engineer

in charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

27 Providing and fixing pillar tap, capstan head, screw down high pressure with 2.00 No. 354.69

screws, shanks and back nuts. (ii) 20mm dia. as directed by Engineer in

28 Demolition including stacking of serviceable materials and disposal of 12.06 Cum 1030.81

unserviceable materials with all lead and lift. (i) R.C.C. work.

29 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4 11.39 Cum 3481.28

graded stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Foundation and plinth.

30 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight 5.00 Each 958.17

not less than 35 Kg.

31 Providing and laying water proofing treatment with china mosaic tiles flooring 29.10 Sq.m. 1038.28

over average 40 mm C.C. 1:2:4 (1 cement, 2 sand, 1 kapchi 20mm + 3 grit

6mm to 10 mm) bedding for maintaining slope for plain and curved surface

and 12 mm to 20mm of broken piece of ceramic / glazed tiles (one or more

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

cement : 3 sand) containing one kg of water proofing material per bag of

OPC at plain or / and slops and to be tempered to bring mortar ceramic 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 patterns or design as per drawing and cleaning by using oxalic

acid etc. complete.

32 Providing and laying brick work using common burnt clay building 5.10 Cum 4051.78

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:5 (1 cement : 5 fine

sand) including the cost of all materials and labour charges etc. complete.

33 Dismentling doors, windows, ventilators etc. (wood or steel) shutters 20.00 No. 182.94

including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift. (i) Not exceeding 3 Sq.M.

34 Providing and fixing flush door shutters, solid core construction with frame of 4.90 Sq.m. 1797.77

first class hardwood with cross board and face veneer or plywood face

panels including anodised alluminium butt hinges with necessary screws. (B)

Non-decorative type and block board core anodised alluminium butt hinges

in flush door shutters (2) 35 mm thick.

35 Providing and fixing window having extruded aluminum Colour anodized 12.80 Sq.m. 1583.95

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of

Kg/mt, horizontal Three track member size 92mm x 31.75mm x 1.30mm @

Wt.1.07Kg/mt, vertical member of size 92mm x 31.75mm x 1.50mm@ Wt.

1.06 Kg/mt with sliding shutters of horizontal member size 40 mm x 18mm x

1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x

mm @ wt.of 0.456 Kg/mt/ with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc. complete.

36 Providing and laying Machine cut, Machine polished Green Marble stone 15.00 Sq.m. 1634.18

slab 16 mm to 18 mm (average) thick {single piece not more than 150 cm}

for stair steps and riser as per design including full moulded round front edge

& 1 cm nosing & necessary groove on trade of steps laid on 20 mm thick

cement mortar 1:6 (1 cement : 6 coarse sand) jointed with white cement

slurry including rubbing and polishing etc. complete. The Green marble

should be laid in two parts in all frames in all Doors and window sill, jambs as

37 Dismentling steel work including distempering and stacking the materials 1640.00 Kg. 3.67

with all lead and lift.

38 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 75mm 2.00 No. 547.22

diameter with jali of the following nominal diameter of self cleaning design

with C.I. screwed down or hinged grating including the cost of cutting and

making good the walls.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

39 Providing and fixing C.P. brass waste for washbasin or sink. (B) 32 mm dia. 2.00 No. 67.91

40 Providing and fixing M. I. fisher union for washbasin or sink. (B) 32 mm dia. 2.00 No. 78.75

41 Providing and fixing brass screw down stop tap. (A) 15mm dia. as directed 2.00 No. 205.83

by Engineer in charge.

42 Providing and fixing to wall, ceiling and floor 10.0 Kg.F/Cm2 working 12.00 Rmt. 336.24

pressure polythene pipes of the following outside dia. low density, complete

with special flange compression type fittings, wall clips etc. including making

good the wall, ceiling and floor. (G) 110 mm

43 Providing and fixing standard extruded of aluminium section of size 63.50 x 1.08 Sq.m. 2180.59

38.10 x 1.95 mm of Jindal section number 4605 @1.094 kg per rmt with

colour anodized aluminium box frame size 65 x 39 mm with stainless steel

mosquito net including providing and fixing fly proof galvanised M.S. wire

gauge of I.S. gauge designation 85 G. with wire of dia.0.56 mm to windows

and elevating windows including 60 x 20mm beading of teak wood.

44 Removing, repairing and refixing precast Rubber Dye / steel Dye inter 93.60 Sq.m. 685.42

locking concrete block 60mm thick with grade of concrete M-300 pneumatic

compressed / vibrated mechanically and as per approved design confirming

to IS 15658 : 2006 including 35 mm sand layer for levelling and filling the

joint with sand in proper line and level as per guidelines of IRC : SP 63-2018

etc. complete.

45 Providing and fixing Safety grills of required pattern for windows / door using 1429.80 Kg. 113.12

necessary M.S. angle / M.S. pipe, M.S. flats and other structural steel at

required spacing including cutting, welding and fabrication etc. including one

coat of primer of approved quality and two coats of oil painting as per detail

drawing etc. complete.

46 Applying two coats of putty of approved brand and manufacture on new wall 266.05 Sq.m. 20.30

surface to give an even shade including thoroughly brushing the surface free

from mortar dropping and other foreign matter and sand papered smooth for

all floors.

47 Wall painting (two coats) with plastic emulsion paint of approved brand and 371.00 Sq.m. 78.90

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.

48 Distempering (two coats) with oil bound distemper of approved brand and 103.00 Sq.m. 75.08

manufacture and of required shade on ceiling surfaces to give an even

shade, over and including a priming coat with distemper primer of approved

brand and manufacture after thoroughly brushing the surface free from

mortar dropping and other foreign matter and also including preparing the

surface even and sand papered smooth including two coats of putty or two

coats of primer as required on ceiling and sloping roof.

49 Providing and fixing FRP frame size 125 x 65 mm and 35mm thick FRP 6.30 Sq.m. 2615.04

shutter having extra reinforcement on sides & edges in polish finish. The

core of the shutter & frame is to be filed up with injected polyurethane foam

done in situ along with embedded wooden pieces for stiffening & also taking

hinges & fixtures. The whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to mild acid / alkali. Rates are to be

inclusive of S.S. hinges with necessary screws & alluminium S.S fixtures &

fastenings & fastener sleeve.

50 Providing and fixing MS Ladder of required pattern with MS flats (30 x 3mm) 94.50 Kg. 113.12

or round or square bars (12mm) at required spacing & with round headed

bolts and nuts or screws or welding including primer coat of approved quality

and two coats of oil paintas as directed by engineer in charge

It. Rate in

Description of Item Qty. Unit Amount

No. figures

51 Providing and laying Chemical Water Proofing treatment to terrace & wall or 209.22 Sq.m. 483.79

exposed surfaces of existing / new Government buildings with damp proof

ultra or damp shield Elasto or equivalent chemical compound by applying

single priming coat and two consecutive finishing coat including filling of

weather cracks etc. as per directed by Engineer in-charge including cleaning

of surface with brooming, scrapping with wire brush and grinder, cleaning of

debris, washing and preparing surface free from dirt etc. complete.

52 Replacing damaged kitchen platform trolley having three drawers of SS (IS 3.00 Sq.m. 12681.56

304) of required size like thali, katleri, perforated, partition, cupsosar type in

kitchen platform having drawer front side and backside by using 19mm thick

all proof plywood of ISI quality all side laminated etc. as directed. The size of

SS (IS 304) basket of size 4" to 18" for thali, dish, katleri, perforated,

partition, cupsosar type as directed including necessary S.S. fittings,

handles, nobs, telescopic channels etc. as directed.

53 Providing and applying Damp Proof Advanced on the wall surface as per 51.50 Sq.m. 571.66

manufactures recommendations of Asian paints or any other brand as per

approved by engineer in charge. The damp proof should be applied in

layers as per manufacturers instructions including labour and all materials

etc. complete.

54 Providing & fixing Single or double, door or cupboard shutter of heavy MS 8.42 Sq.m. 4130.90

shutter of 304 grade with frame and secure locking system having necessary

both side colour polished and fixing by necessary hinges, handles, stoppers

etc. as directed & other hardware material required steel shutter and all

fixture shall be of ISI quality and as approved by engineer-in-charge.

55 Repairing existing wooden or any type of doors and window including 5.88 Sq.m. 387.84

dismentaling shutter repairing the same including providing S.S. fixtures and

fastening necessary missing or damage fixture cutting edges for smooth

opening and closing including fixing cutting bottom edge of door to match

with flooring with necessary repairing to frames, missing glass etc. complete.

56 Carrying out timber treatment to all wood work including drilling holes and 11.40 Sq.m. 46.14

spraying oil based chemical solution on surface of timber work for termite

control including labor and material etc. complete. Using Chlorpyriphos

EC as per 6313 2013 Part III (1% concentration by mass) is recommended

one litre chemical emulsion diluted with 19 liters of kerosene. Total diluted

concentration will be 20 liters inclusive of 1 liter chemical emulsion

application in rilled holes and 0.75 / Litre chemical per one Sqmt two coat on

wood surface not protected by paint or varnish.

57 Carrying out plinth treatment to post construction / existing structure by 17.00 Sq.m. 34.36

spraying chemical solution for termite control treatment including labour and

material consistent with I.S.I specification. Using Chlordene and Chiorpurfiles

20 EC. As per 6131_paret-II Concentration weight one percent is

recommended i.e. one litre 20 EC chemical emulsion with 19 liter give 1 %

concentration inclusive of one litre chemical emulsion application at the rate

of 5 Litre chemical / Sqm of surface is recommended as per I.S.

58 Excavation for foundation upto 1.50 mt depth including sorting out and 28.65 Cum 178.40

stacking of useful materials and disposing the excavated stuff within all lead

and lift for all sorts of soil.

59 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 1.35 Cum 2976.73

graded brick bat aggregate 40 mm nominal size) and curing complete

excluding cost of form work in foundation and plinth.

60 Providing and laying ordinary cement concrete M-200 and curing complete 1.24 Cum 5211.60

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

reinforced concrete work in Foundations, footings, base of column & mass

It. Rate in

Description of Item Qty. Unit Amount

No. figures

61 Providing and laying ordinary cement concrete M-200 and curing complete 1.35 Cum 5583.28

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

reinforced concrete work in plinth beam.

62 Providing and laying ordinary cement concrete M-200 and curing complete 1.85 Cum 7067.98

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

reinforced concrete work in Columns, plinth, posts and struts up to floor two

63 Providing I.S.I. Mark T.M.T. bar Fe-500D bar reinforcement for R.C.C. work 1322.42 Kg. 76.21

including bending, binding and placing in position complete for all floor level.

64 Providing 20mm thick cement plaster in single coat on single or half brick 17.95 Sq.m. 239.75

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

in cement mortar 1:4 (1- cement : 4 sand) etc. complete.

65 Box cutting the road surface to proper slop and camber for making a base of 131.00 Cum 104.20

road work including removing the excavated stuff and depositing on the road

side slope as directed for all lead and lift.

66 Filling in plinth with sand under floors including watering, ramming, 31.00 Cum 505.00

consolidating and dressing complete.

67 Construction of granular sub-base 150 mm thick by providing coarse graded 28.00 Cum 1637.42

machine crushed B.T. material satisfying MOST specification of grading I

(B.T. stone aggregate 53 mm to 26.5 mm 35%, 26.5 to 4.75 mm - 45 % and

2.36 mm below - 20 %) including spreading in uniform layer with motor

grader on prepared surface, mixing by mix in place method with rotavator at

OMC and compacting with vibratory roller to achieve the desired density etc.

68 Providing and laying wet mix macadam base course 250 mm thick using 45.61 Cum 1730.33

machine crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work, spreading in to

grade and camber with mechanical paver and consolidation each layer with

vibratory roller including cost of material labour plant and equipment etc.

69 Providing and laying ordinary cement concrete M-150 and curing complete 18.00 Cum 3671.79

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

reinforced concrete work in Foundations & plinth.

70 Providing and laying ordinary cement concrete M-250 and curing complete 36.00 Cum 4136.96

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

reinforced concrete work in footings, base of columns and mass concrete.

71 Compaction and finishing of cement concrete road by trimix M-250 process 179.00 Sq.m. 63.63

providing extra Labour charges for the trimix vacume dewatering service

process on cement concrete road surface by using vacuum dewatering

pump floater surface vibrator including making groves and rough finish to

surface including leveling etc. complete.

72 Providing and fixing precast concrete kerb stone of gray cement based 60.00 Rmt. 361.64

concrete block 30cm length, 30cm height and 15cm thick of M-250 grade

concrete as per approved design and including excavation for fixing in proper

line and level, filling the joint with C:M 1:3 (1 cement : 3 fine sand) etc

73 Supplying and fixing reinforced concrete heavy duty non pressure pipes with 10.00 Rmt. 4685.18

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 of following internal

diameter. (iv) 900 mm dia.

74 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 5.40 Cum 2965.76

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and plinth.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

75 Providing and laying cement concrete work 1:2:4 (1 cement : 2- coarse sand 4.05 Cum 3746.12

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

excluding cost of formwork and reinforcement for reinforced concrete work in

foundations, footings, base or columns and mass concrete.

76 Steel work, welded in built up sections, framed work including cutting, 1260.00 Kg. 95.38

hoisting, fixing in position and applying a priming coat of red lead paint and

two coats of mattfinished oil painting etc. complete. (B) In trusses and

trussed purlins upto 25 m. span and 15 m.overall height.

77 Providing corrugated PPGL Sheets roofing fixed with galvanized iron 'J' or 'L' 56.00 Sq.m. 843.28

hooks bolts and nuts 8 m. diameter with bitumen and G.I. limpet washers

filled with white lead complete including ridges, gutters etc. excluding the

cost of purlins, rafters and trusses. (1) 0.60 mm.thick sheet.

78 Dismentaling of sheet roofing including ridges, hips, valleys, gutters etc. 48.00 Sq.m. 46.77

stacking of serviceable materials and disposal of unserviceable materials

with all lead and lift. (i) G.I. sheet roofing.

TOTAL Rs.

i.e. Rs. Seventeen lacs Eleven thousand Four hundred Sixty Eight and Seventy paisa 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

Net Rs. ___________________________ Total Rs. _____________________

In words ____________________ In words ____________________

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. 8885.40 must be recovered from 1st R.A. bill of

Contractor's.

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

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Ankleshwar (R & B) Sub Division, Bharuch (R & B) Division, Bharuch (R & B) Division,

Ankleshwar Bharuch Bharuch