Construction of New Compound Wall and Security Cabin at G.S.T. Bhavan, Ta. Vapi, Dist. Valsad

No figures

1 Excavation for foundation upto 1.5 m depth including 373.00 Cumt 117.08

sorting out and stacking of useful materials and

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

Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0 71.00 Cumt 162.56

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

3 Filling in foundation and plinth with sand in layers of 20 7.00 Cumt 460.19

cm. Thickness including watering ramming and

consolidating etc. comp.

4 Filling available excavated Earth (Excluding Rock) in 50.00 Cumt 130.39

trench plinth side of foundation . in layer not excluding

20 cm in depth consolidation each deposited layer by

ramming and watering etc. complete

soil in layer of 20 cm in thickness including ramming

watering and consolidating etc. complete

Item Rate In

Description of Item Quantity Unit Amount

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6 Anti-Termite System:Providing and laying of permanent 15.00 Sqmt 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 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 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 @ 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

year warranty.(i)Anti Termite chemical injected area

(Chemical injecting incl. labour cost)

7 Providing and laying controlled cement concrete M150 31.00 Cumt 4102.72

for curing complete including cost of formwork but

excluding the cost of reinforcement for reinforced

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

columns, Plinth Slab and Mass concrete.

8 Providing and laying controlled cement concrete M.250 45.00 Cumt 4519.04

and curing complete including the cost of formwork and

excluding reinforcement for reinforced concrete work in

(A) Foundations, footings, and Mass concrete. footing

9 Providing and laying controlled cement concrete M250 9.00 Cumt 7131.44

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Columns, pillars posts and struts

Column Up to Plinth Level

10 Providing and laying cement concrete 1:3:6 (1-Cement : 1.00 Cumt 3005.76

3- coarse sand : 6- machine cut stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

Item Rate In

Description of Item Quantity Unit Amount

No figures

11 Providing and laying controlled cement concrete M-200 12.00 Cumt 7086.16

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Columns, pillars posts and struts

12 Providing and laying controlled cement concrete M-250 34.00 Cumt 6058.46

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Ground & Plinth BEAMS

13 Providing and laying controlled cement concrete M.150 2.00 Cumt 5159.99

and curing complete including the cost of formwork and

excluding reinforcement for reinforced concrete work in

(C) Plinth Slabs

14 Providing and laying controlled cement concrete M.200 2.00 Cumt 6022.68

and curing complete including the cost of formwork and

excluding reinforcement for reinforced concrete work in

(C) Ground floor Beams

15 Providing and laying controlled cement concrete M-200 1.00 Cumt 6331.13

and curing etc. complete including the cost of form work

and reinforcement for reinforced concrete work in (c)

Chhajja for Ground floor

16 Providing and laying controlled cement concrete M-200 1.00 Cumt 7279.32

and curing etc. complete including the cost of form work

and reinforcement for reinforced concrete work in (c)

Lintal for Ground floor

17 Providing and laying controlled cement concrete M.200 3.00 Cumt 6502.04

and curing complete including the cost of formwork and

excluding reinforcement for reinforced concrete work in

(C) Ground floor Slab

18 Providing and laying controlled cement concrete M-200 2.00 Cumt 8125.07

and curing etc. complete including the cost of form work

and excluding the cost of reinforcement etc. complete in

(E) Stair case for Ground Floor to first floor

19 Providing IS Mark TMT FE 500D bar reinforcement for 13520.00 Kg 76.21

RCC work including bending & placing in position

complete up to All floor Level

20 Brick work using common burnt clay building bricks 4.00 Cumt 4021.02

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand) (B) Conventional below plinth

21 Brick work using common burnt clay building bricks 119.00 Cumt 4295.99

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand) (B) Conventional Ground Floor

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22 Providing 20 mm thick double coat mala cement plaster 52.00 Sqmt 278.54

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster in

cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel including

scaffolding curing, 10x10 mm grooves etc. complete. For

Ground Floor

23 Providing 10 mm. Thick cement plaster in single coat for 27.00 Sqmt 140.95

plastering on ceiling and soffits of stairs and finished

even and smooth in : (I) Cement mortar 1:4 (1 cement :

sand) including Mala troveled finish etc. complete.

Ground Floor

24 20 mm thick Sand faced cement plaster with 18x8 mm 1047.00 Sqmt 312.80

grooves as suggested by this office consisting of 12 mm

thick backing coat of C.M. 1:3 ( 1 cement : 3 coarse sand )

and 8 mm thick finishing coat of C.M. 1:1 ( 1 cement :

coarse sand) for all heights as directed etc. complete.

and as per pattern sample aprroved by the architect or

directed engineer in-charge

25 Providing throating or plaster drip and moulding to 12.00 Rmt 42.17

R.C.C. Chhajja.

26 Applying two coats of acrylic lapy (putty) & two coats of 79.00 Sqmt 40.59

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.

27 Wall painting (two coats) with plastic emulsion paint of 52.00 Sqmt 80.35

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.

28 Wall painting (two coats) with plastic emulsion paint of 27.00 Sqmt 85.76

approved brand and manufacture on undecorated ceiling

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

29 Wall Painting (Two coats) with weather proof acraylic 1047.00 Sqmt 114.53

emulsion paint of approved brand and manufacture and

of required shade on exterior wall surface to give an even

shade over and including primery coat with Alkaly

resistance primer of approved brand after thoroughly

brushing surface to remove all dust and remains of

loose powdered material etc. copm. for all height

Item Rate In

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30 Providing and laying controlled cement concrete M-200 12.50 Cumt 6252.33

for RCC work and curing complete including the cost of

form work but excluding the cost of reinforced concrete

work in coping on Ground Floor

31 Providing and fixing window having extruded aluminum 8.00 Sqmt 1761.54

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

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

shutters of horizontal member size 40mm x 18mm x

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

0.457 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 (V1) with same glass and frame as (W1)

window as details etc complete.

32 Providing and fixing Single shuttered door having green 2.00 Sqmt 3477.43

marble frame with all open edges machine cut &

machine polished, fixed by zinc coated hinges with

double shutter of factory made & stamped I.S

grade one, type one 35 mm thick solid core, melamine

faced, three layered resin, flushed door , having

decorative lamination on both sides & 12 mm thick teak

wood beading fixed around the door, Durable Grip shall

be providing with both side 15cm long stainless steel

handle and necessary Locking system, S.S. fixtures &

fastenings etc. directed by engineer in charge. Door from

"NOVAPAN" OR Equivalent company holding Licence for

Minimum 5 years.

33 Providing and laying 60 x 60 cm Machine polished 13.00 Sqmt 1029.22

Machine cut Blue Kota Stone slab flooring over 20 mm

(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) 30mm thick

34 Providing and laying 60 x 60 cm Machine polished Blue 2.00 Sqmt 1089.67

Kota Stone slab 30 mm thick in riser of steps,skirting

dedo and pillars laid on 10 mm thick cement mortar 1:3

(1-cement 3-coarse sand) and jointed with grey cement

slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc.complete (30 mm

Item Rate In

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35 Providing and laying machine cut free edge machine 8.00 Sqmt 2018.99

polished granite stone 18mm thick finished treads and

risers in with 1cm projecting, nozing rounded moulding

in tread laid over 12 mm (av.) thick bases of cement

mortar 1:6 (1-cement : 6-coarse sand) jointed with grey

or colour cement slurry including rubbing and polishing

incl. making Three No.s of grooves of size 3mm X 3mm

along the length of treads etc. complete

36 Providing and laying water proofing treatment with 20.00 Sqmt 1099.89

china mosaic tiles flooring over avg 50 mm C.C. 1:2:4

bedding for maintaining slope for plain and curve surface

& 12 mm to 20 mm of broken piece not more than 2.5CM

of ceramic / glazed tiles ( one for more colour as directed

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

cement : 3 sand ) contain water proofing materials per

bag of cement useas specified by manufactured and slops

to be tempered to bring mortar 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 patens or design as per

drawing and cleaning by using oxalic acid etc. complete.

37 Providing and fixing mirror polished 18 mm thick Green 8.00 Sqmt 2004.85

Marble stone with full round edge and polished of

approved quality in clading on sill and around the doors/

windows/ ventilation with 12 mm thick cement mortor

CM (1:4) and fixing with cement slurry & adhesive

including moulding of exposed edges as directed by

engineering in charge etc. complete.

38 Providinfg and fixing Safty grills of required pattern for 283.00 Kg 109.08

windows/ Door using necessary 16x16 mm M.S. Square

bar, M.S flats and other structural steel at required

spacing including cutting, welding and fabriction etc.

including one coat of primer of approved quality and two

coats of oil painting as per detail drawing etc complete.

39 Providing and fixing decorative entrance gate made out 2533.00 kg 165.64

of cast iron and various mild steel tabular section

combination , the Ornamental entrance gate should be

fixed at compound wall including pattern and die making

, cutting , welding , grinding, fabrication , fixing in

position at compound wall with necessary pedestal,

bearing block and other locking arrangement. The

entrance gate should be painted with two coats of

priming coat of paint, and two coat of oil paint etc

complete. As per detail design and instruction of

architect.

Item Rate In

Description of Item Quantity Unit Amount

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40 Providing and fixing Stainless Steel Railing on the 146.00 Sqmt 3659.23

compound wall made from anti-corrosive SS 304 grade

material, using uniform SS 304 round pipes of 25 mm

diameter (16 gauge) for both vertical posts and all

horizontal members, installed in continuous parallel lines

as per the railing pattern shown in the image, including

all SS fittings such as base plates, brackets, end caps,

welding, grinding, buffing, and satin finish, complete with

proper anchoring bolts and fasteners for firm fixing on

the wall, all as directed by the Engineer-in-Charge.

41 Providing and filling sand below P.C.C. in Layers 144.00 Cumt 480.41

including ramming and watering complete.

42 Providing and laying cement concrete 1:2:4 (1- Cement : 96.00 Cumt 3683.34

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

43 Providing and fixing pre-cast Rubber Dye / steel Dye 960.00 Sqmt 686.90

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic 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 guidlines of IRC : SP 63-2018 etc. Complete.

44 Providing and fixing pre-cast concrete kerb stone of gray 180.00 Rmt 361.64

cement based concrete block 30cm length,30cm height

and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

45 Replacing old & u/s by Supplying and erecting approved 10.00 Each 8192.11

make Octagonal pole made from HR sheet steel. The pole

should be made as per IS. and shall be coated with hot

dip galvanizing as per IS 2629/2633/4759, suitable

suspend local wind speed with integral Junction box

consist of terminal plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail for MCB

Mounting, stud type terminal and arrangement for cable

termination to be erected With Suitable foundation

(Included) as per details given by manufacturer

considering site requirement. (D) 6 Mtr. Long 70 mm Top

X 135 mm bottom dia, 3 mm thickness with

200mmX200mmX12mm base plate, 4-M20 Bolts and

600mm long J-Bolt.Approx Pole weight 59 kg

Item Rate In

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46 Replacing old & u/s by Supplying and erecting Street 10.00 Each 622.16

light pole bracket comprising main B Class GI pipe of

cm/require outside dia. complete with suitable B Class

G.I. sleeve tubing of approx. 45cms.length and suitable

for 76.5mm/80mm/require size of pole top having nuts

and bolts for fixing the brackets and having spread of

mtr. Length with 110 deg.with vertical plane and suitable

welded stiffener reducer and nipple with check nut

complete painted with one coat.of Red oxide / PU base

primer and two coats of Aluminium / PU paint. paint

with following nos of arms. [B] Double Arm Bracket

47 Painting of street light pole with bracket complete with 10.00 Each 265.63

two coats of Aluminium paint for following size of pole.

(B) up to 6 mtr.

48 Demolition of brick work and stone masoanry including 78.00 Cumt 550.40

stacking of serviceable material and disposal of

unserviceable materails with all lead and lift. (ii) In

cement mortar.

49 Providing and fixing to wall ceiling and floor 10.0 Kg. 240.00 Rmt 336.24

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)110

50 Providing and fixing to wall ceiling and floor 10.0 Kg. 80.00 Rmt 696.90

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)160

51 Providing junction for rain water juncton chamber of size 16.00 No 8858.71

0.60x0.60x0.75m with excavation of size 1.96x1.96 m &

0.15m thick c.c.1:2:4 bed concrete including brick

masonary wall in CM 1:6 of 0.75m height & 0.23m thick

with 15mm thick cement plaster inside & outside &

1.06x1.06 RCC (1:2:4) slab of thickness 0.15m with CRS

steel and 0.60mx0.45m cast iron manhole cover with

frame weight not less than 35 kg as per directed by

Engineer-in-charge

Item Rate In

Description of Item Quantity Unit Amount

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52 Providing Filter chamber of Brick work in C:M 1:6 of size 2.00 No 16485.22

2.06mx1.20m x1.20m & excavation dimension of 2.66mx

1.81x1.35m including C.C 1:2:4 bed concrete of 0.15m

thick including brick work in c.m 1:6 for 23cm thick wall

including 15mm thick cement plaster inside & outside

with cement slurry & 10cm thick RCC 1:2:4 top cover

with frame of minimum weight of 35 kg & filling filter

material kapchi in layers (25-40mm & 10-20mm) & BT

metal 40mm & sand as per directed by Engineer-in-

53 Providing Recharging pit of size 2.0m Dia.& 2.0m depth 2.00 No 16039.81

of water logging with excavation filling the pit with

gravel & sand in layers including making 300mm dia

bore depth of 4.5mt & above concrete with kapchi in

layers (25-40mm & 10-20mm) & BT metal 40mm &

filling brick as directed by Engineer-in-charge.

54 Drilling of 165 mm dia bare in over burden strata and 65.00 Rmt 238.36

further drilling of 165mm dia bore in all typs of strata

with DTH ring including lowering of casing pipe up to

requied length and testing etc. including testing with ben

55 Providing and lowering of 165mm FVPVC pipe zero to 50.00 Rmt 536.57

overburden strata

56 Providing and lowering 165 mm dia PVC pipe etc 15.00 Rmt 252.50

57 Providing and fixing M. S. cap –plug hinge type with 1.00 No. 165.64

frame of required design for 150mm dia Bore casing

58 Suppling and installing submersible pumping set 7.50 HP 2.00 Set 26300.40

manufactured as per IS standard including non return

valve sluice valve flexible cable ( asrequired 70 mtr

length ) volt meter, panel board, capacitor,starter,switch,

pressure guage with accessories of approved

manufacture tools of 50 Hours power capacity.

59 Providing and fixing check or non return pully wheel 2.00 No. 1111.00

valve of 50 mm diameter.

60 Providing and fixing to wall,ceiliing and floor galvanised 65.00 Rmt 787.40

mild steel tubes ( Medium grade ) of the following

nominal bore, tube, fittings and clamps included making

good the wall, ceilling and floor (F) 50 mm

Total Rs.

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.

Item Rate In

Description of Item Quantity Unit Amount

No figures

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

The Credit Value of Dismentalled Materials of Amount Rs. 16226.00 shall be recovered from the 1st Running

1 Bill of the Contractor.

The Contractor shall exhibit a board with detailed specification and details of work as directed by the

2 Engineer-In-Charge for which no extra payment shall be made.

3 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

4 Income tax TDS will be deducted at a source while making payments of bills

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

5 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.

Deputy Executive Engineer Executive Engineer

Vapi ( R & B ) Sub Division Valsad ( R & B ) Division

Vapi Valsad