Construction of Rest House at Suvali beach, Ta. Choryasi, Dist.Surat (Providing compound wall, Internal Road, Parking shed, Rainwater Harvesting, Garden Develpoment and Earth work)

No figures

1 Excavation for foundation Upto 1.50 m depth including 558.00 Cumt 123.13

sorting out and stacking of the useful materials and

disposing off the excavated stuff up to All lead. (A) loose

or soft soil.

2 Excavation for foundation from depth 1.50 m to 3.00 m 250.00 Cumt 170.50

including sorting out and stacking of the useful materials

and disposing off the excavated stuff up to all lead. (A)

Dense or Hard soil.

3 Providing and laying cement concrete 1:2:4 (1- Cement : 80.50 Cumt 3741.69

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

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

4 Providing and laying controlled cement concrete M-250 225.00 Cumt 4883.65

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Footing and Mass concrete

5 Providing and laying controlled cement concrete M- 44.00 Cumt 7649.56

250and curing complete including the cost of form work

but excluding the cost of reinforcement for reinforced

concrete work in Columns, pillars posts and struts For

6 Filling available excavated Earth (Excluding Rock) in 552.00 Cumt 136.92

trench plinthside of foundation etc. in layer not

exceeding 20 cm in depth consolidation each deposited

layer by ramming and watering etc. complete.

7 Providing and laying controlled cement concrete M-250 36.00 Cumt 5966.93

and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced

concrete work in Plinth & Ground BEAMS

8 Brick work using common burnt clay conventional 146.00 Cumt 4503.09

building bricks having crushing strength not less than

Kg/sqcm. in Super structure for All floors in cement

mortar 1:6 ( 1 cement : 6 fine sand ) including curing etc.

9 Providing and laying controlled cement concrete M-250 22.00 Cumt 6319.27

for RCC work and curing complete including the cost of

form work but excluding the cost of reinforced concrete

work in coping on All Floor

Item Rate In

Description of Item Quantity Unit Amount

No figures

10 Providing TMT Bar FE 500D reinforcement for RCC 22543.00 Kgs 87.47

work, including cutting, bending, binding, and placing in

position at all floor levels. The bars shall be coated with a

fusion-bonded epoxy coating of thickness not less than

175 microns and up to 300 microns, conforming to IS-

13620-1993/ASTM 775 M standards. The scope includes

testing the coating at the plant, along with all necessary

tools, equipment, labor, and taxes. The work is to be

executed as per the detailed specifications and

instructions of the Engineer-in-Charge.

11 20mm thick sand faced Gutka cement plaster on walls 1633.00 Sqmt 347.42

upto height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand)

and 8mm thick finishing coatof C.M. 1:1 (1-cement : 1-

sand) etc. complete.

12 Finishing wall with 100% acrylic emulsion wetherproof 1633.00 Sqmt 120.26

paint on wall surface to give an required shape even

shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered materials.etc

complete for any height as directed by Architect.

13 Constructing providing and fabricating cattle guard using 13.00 Sqmt 5168.17

channel section frame of size ISMC series 100 mm x

mm (Weight 9.20 kg/Rmt) and ISMC section 100 mm x

75mm (weight 11.50 kg/Rmt) intermediate support for

welding G.I.pipe at 12 Cm C/C of size 50 mm in a frame

made of Channel section size 100 mm x 50 mm all round

including fixing the unit on prepared chamber of

masonary wall using MS hold fast embeded in masonary

wall top as directed by Engineer in charge and as per

drawing and necessary required arrangement etc

14 Providing and fixing decorative entrance gate made out 878.00 kg 163.62

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

No figures

15 Providing and fixing concertina coil fencing with 280.00 Rmt 515.10

punched tape concertina coil 600 mm dia 10 mt openable

length having 50 no rounds per 6 mt length, upto 3mt

height of wall with existing angle iron (50mm x50mm

x5mm )requird shaped As per Directed Engeenier in

charge. placed 2.4mt or 3.00mt apart and with

horizontal R.B.T. reinforced barbed wire(3 mm) , stud

tied with G.I. staples and G.I. clips to retain horizontal,

including necessary bolts or G.I.barbed wire tied to angle

iron, all complete as per direction of Engineer-in-charge,

with reinforced barbed tape (R.B.T.)/Spring core (2.5

mm thick) and weight 43.478 gm/meter at compound

wall for ESR M4/ intakewell.

16 Box cutting the road surface to proper slope and camber 479.00 Cum. 109.41

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

17 Filling in plinth with sand in layers of 20 cm. Thickness 111.00 Cum. 481.80

including watering ramming and consolidating etc. comp.

with all lead and lift.

18 Construction of granular sub-base 150 mm thick by 122.00 Cum. 1082.72

providing coarse graded 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 -

% 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. complete.

19 Providing and laying wet mix macadam base course 250 164.00 Cum. 1235.23

mm thick in two layers using 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. complete.

20 Providing and laying controlled cement concrete M.150 126.00 Cum. 4693.19

for curing complete including cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass

concrete For PCC

21 Compaction and finishing of cement concrete road by 808.00 Sqm 63.63

trimix process providing extra Labour charges for the

trimix vacume dewatering service process on cement

concrete road sutface by using vacuum dewatering pump

floater surface vibrator including making groves and

rough finish to surface including leveling etc complete.

Item Rate In

Description of Item Quantity Unit Amount

No figures

22 Providing and fixing pre-cast Rubber Dye / steel Dye 428.00 Sqm 706.92

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.

23 Providing and Laying homoginious Grey cement based 332.00 Rmt 374.92

concrete kerbing of size 30 cm x 30 cm x 10 cm size as

per detailed drawing having grade of concrete M25

grade, including necessary excavation, BBCC 1:5:10

cm as per ddetailed drawing fixing in line and level,

filling joints in CM 1:3 with smooth finished, white

washing three coats etc. complete as directed by

Engineer in charge.

24 Providing, laying (to level or slopes) and jointing 151.00 Rmt. 659.99

reinforced concrete Light duty non-pressure pipes I.S.

class NP3 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete. (i) 300mm

25 Steel work, welded in built up sections framed work 3190.00 kg 91.08

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint & two coat oil

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.

26 Providing and fixing of Ridge flashing for roof panel shall 146.00 Sqm 867.39

be made out of 0.5 mm thick pre coated GI sheet . The

Precoated sheet shall be of minimum 240 mpa steel

grade confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side of the sheet and

polyester top coat 15-18 micron. The PPGI Sheet shall

have plastic protective guard film of minimum

microns to avoid scratches during transportation. The

ridge shall be fixed to the steel members by pop rivet or

self drilling/self stitching fastners @ maximum 450 mm

c/c along length of capping/flashing etc complete .

27 Providing and fixing on Z clamp and floor 10.0 Kg. F/Cm2 79.00 Rmt 339.05

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 mm

Item Rate In

Description of Item Quantity Unit Amount

No figures

28 Providing and fixing on Z clamp and floor 10.0 Kg. F/Cm2 130.00 Rmt 666.60

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 mm

29 Providing junction for rain water juncton chamber of size 20.00 Nos. 9203.12

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

30 Providing and installation Recharge pit of “RAIWOHA” 2.00 Nos. 92920.00

Make 3 layer RCC Precast Injection well system of size

1.5 meter Dia. X 3.4 Meter Height rein forced concrete

precast three layer module with 6” dia x 12” dia. V wire

screen of 0.75mm x 1.0 mm Slot size in SS 304 material

and 1.0 meter height with MS Top cover and required Air

vent including all necessary excavation and

transportation at site including required filter media for

the recharge system as per site requirement.

31 Brick work using common burnt clay conventional 29.00 Cum. 4214.33

building bricks having crushing strength not less than

Kg/Sqm. in Foundation and Plinth in cement mortar 1:6 (

1 cement : 6 fine sand ) including curing etc. complete.

32 Providing 15mm thick cement plaster in single coat on 404.00 Sqm 187.15

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)

soil in layer of 20 cm in thickness including ramming

watering and consolidating etc. complete with all lead

34 Supplying of well rotted FYM manure with all lead and 52.00 Cum. 378.75

Lift including spreading mixing dressing and rolling with

hand roller etc. complete.

35 Scarifying the surface of Soil including spreading of DAP 2080.00 Sqm 26.26

fertilizer mixing with Soil properly levelling gand

dressing of the plot

Item Rate In

Description of Item Quantity Unit Amount

No figures

36 Supplying and planting Dibbing semi carpet lawn at 2080.00 Sqm 20.20

distance of abour 15 cm x 15 cm after proper anti termite

teratment amd rolling the seme by hand roller amd

wetering etc complete.

37 Bowing and developing flowering plants grown in nusery 100.00 No. 30.30

having approximate height 4 to 5 ft or Height ad per

Landscaps Plan with natural growith of soil packed in

polithyline bag or Earthern pot. Including organic &

chemical fertilizer Pesticides, fungicides, hormones &

maintaining the plants up to three months as deserted.

Bottol palm.

38 Bowing and developing flowering plants grown in nusery 60.00 No. 60.60

having approximate height 4 to 5 ft or Height ad per

Landscaps Plan with natural growith and nature colour

planted in alump of soil packed in polithyline bag or

Earthern pot. Including organic & chemical fertilizer

pesticides, fungicides hormones & maintaining the plants

uo to three months as deserted Trinagle Plan.

39 Bowing and developing flowering plants grown in nusery 60.00 No. 60.60

having approximate height 4 to 5 ft or Height ad per

Landscaps Plan with natural growith and nature colour

planted in alump of soil packed in polithyline bag or

Earthern pot. Including organic & chemical fertilizer

pesticides, fungicides hormones & maintaining the plants

uo to three months as Jasud

40 Bowing and developing flowering plants grown in nusery 60.00 No. 75.75

having approximate height 4 to 5 ft or Height ad per

Landscaps Plan with natural growith and nature colour

planted in alump of soil packed in polithyline bag or

Earthern pot. Including organic & chemical fertilizer

pesticides, fungicides hormones & maintaining the plants

uo to three months as Croton

41 Bowing and developing flowering plants grown in nusery 50.00 No. 10.10

having approximate height 4 to 5 ft or Height ad per

Landscaps Plan with natural growith and nature colour

planted in alump of soil packed in polithyline bag or

Earthern pot. Including organic & chemical fertilizer

pesticides, fungicides hormones & maintaining the plants

uo to three months as deserted green mahindi

42 Bowing and developing flowering plants grown in nusery 50.00 No. 15.15

having approximate height 4 to 5 ft or Height ad per

Landscaps Plan with natural growith and nature colour

planted in alump of soil packed in polithyline bag or

Earthern pot. Including organic & chemical fertilizer

pesticides, fungicides hormones & maintaining the plants

uo to three months as deserted New block ficus.

Item Rate In

Description of Item Quantity Unit Amount

No figures

43 Labour charges for planting various plantsafter proper 380.00 No. 40.40

anti termite treatment in pits including placing property

and filling the pit with requred prepared mix soil and

wetering and dispporting etc complete.

44 Maintance of the garder for 60 days after Complition of 3 1.00 Job. 10100.00

month stipulated period is completed for plantation o

lawn and plants including applying second round of

proper antitermite tretment.

45 Providing laying and jointing in true line and level 40mm 180.00 Rmt 148.12

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

metre C/C or shall be concealed as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

46 Providing laying and jointing in true line and level 25mm 200.00 Rmt 91.84

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

metre C/C or shall be concealed as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

47 Providing and fixing brass screw doen stop cock (A) 15 2.00 Nos 287.85

48 Rubber Hose pope 15 mm dia of approved brand and 100.00 Rmt 25.25

49 Providnig and fixing G I Nipple as directed. 2.00 No. 20.20

50 Earthwork for embankment including breaking clods, 2400.00 Cum 169.28

dressing with all lead and lift (excluding watering and

consolidation)(E) From Borrow area within 3.0 Km. lead

51 Rolling of Earth work in layers with power roller and 2400.00 Cum 23.12

watering including filling in depressions which occure

during the process with watering of Earthwork as

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.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Item Rate In

Description of Item Quantity Unit Amount

No figures

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

1 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 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

4 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

SVR (R&B) Sub Division Surat (R&B) Division No.1

Surat Surat