Estimate of Proposed Landscape (Garden) Viranjali Van Ground at Kalavad, Dist. Jamnagar (2nd Attempt).

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Excavation for foundation up to 1.5 Meter

depth including sorting out and stacking Rupees One Hundred

1 65.25 of useful materials and disposing of 125.86 TwentyFive Paise m3

excavated stuff up to 50 Meter lead. (A) EightySix Only

Loose or Soft soil

Excavation for foundation for depth Up to

1.5 m including sorting out and stacking Rupees One Hundred

2 18.90 of useful material and disposing off the 161.07 SixtyOne Paise Seven m3

excavated stuff up to 50 meter lead. (B) Only

Dense or Hard Soil

Excavation for foundation for depth Upto

1.5 m including sorting out and stacking Rupees Two Hundred

3 8.70 of useful material and disposing off the 273.45 SeventyThree Paise m3

excavated stuff up to 50 meter lead. (C) Hard FourtyFive Only

Filling in foundation and plinth with murrum

or selected soil in layers of 20cm. Rupees Two Hundred

4 365.41 thickness including watering, ramming and 282.02 EightyTwo Paise Two m3

consolidating etc. complete. (upto 10 ton) Only

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of Rupees One Hundred

5 60.80 foundations etc. in layers not exceeding 20 137.47 ThirtySeven Paise m3

cm. In depth consolidating each deposited FourtySeven Only

layer by ramming and watering

Filling in foundation and plinth with murrum Rupees Three Hundred

6 68.04 or black garden soil in any thickness 324.21 TwentyFour Paise m3

completed. TwentyOne Only

Brick Work using common burnt clay building

bricks having crushing strength not less

Rupees Four Thousand

than 35kg./sq. Cm. in foundation and plinth in

7 14.55 4671.39 Six Hundred SeventyOne m3

cement mortar 1:5 (1- Cement : 5- Fine

Paise ThirtyNine Only

Sand) (A) Modular (upto 10 ton)

Half Brick Masonry in Common burnt clay

building bricks having crushing strength not Rupees Six Hundred

8 27.65 less than 35kg./sq. Cm. in foundation and 622.01 TwentyTwo Paise One m2

plinth in cement mortar 1:5 (1- Cement : 5- Only

Fine Sand) (A) Modular (upto 10 ton)

providing and laying cement concrete 1:3:6

(1-cement : 3 Coarse sand : 6 Graded stone Rupees Three Thousand

9 30.79 aggregate 40mm nominal size ) and curing 3106.67 One Hundred Six Paise m3

complete excluding cost of form work in. (A) SixtySeven Only

foundation and Plinth

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Providing laying Ordinary cement

Rupees Four Thousand

concrete M-200 and curing complete

10 3.78 including the cost of form work and excluding 4974.25 m3

SeventyFour Paise

cost of reinforcement for reinforced

TwentyFive Only

concrete work in : RC coping/Cap

Providing TMT Bar FE 500D reinforcement

for R.C.C. work including bending, binding Rupees SeventySeven

and placing in position complete upto floor 77.29 Kg.

Paise TwentyNine Only

Brick Work using common burnt clay building

bricks having crushing strength not less

Rupees Four Thousand

than 35kg./sq. Cm. in Superstructure above

12 19.52 plinth level upto floor two level in cement 4947.28 m3

FourtySeven Paise

mortar 1:5 (1- Cement : 5- Fine Sand)

TwentyEight Only

(A) Modular (upto 10 ton)

20mm thick sand faced cement plaster

on walls up to 10 meter above ground level

consisting of 12mm thick backing coat Rupees Three Hundred

13 386.42 of C.M. 1:3 (1- cement : 3- fine sand) and 323.21 TwentyThree Paise m2

8 mm thick finishing coat of C.M. 1:1 (1-cement TwentyOne Only

: 1-sand) etc. complete.

Finishing wall with weather proof exterior

emulsion paint on wall surface (Two coats) to

give an requried shape even shade after Rupees One Hundred

14 386.42 thoroguhly brushing the surface to remove all 122.14 TwentyTwo Paise m2

dirt, and remains of loose powdered materials Fourteen Only

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Providing and fixing pre-cast Rubber Dye /

steel Dye inter locking concrete block

60mm thick with grade of concrete M300

pnumatic compressed / vibrated

mechanically and as per approved design Rupees Seven Hundred

15 219.50 Confirming to IS 15658 : 2006 including 35 mm 707.55 Seven Paise FiftyFive m2

Sand layer for levelling and filling the joint Only

with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc.

Supplying & Installing of playing equipments Rupees FourtySeven

as per sepicify make & model No. Thousand Seven

16 1.00 including of civil work complete (B) Straight 47749.77 No

Hundred FourtyNine

slide F.R.P. 7' ht. A K Enterprise make Paise SeventySeven Only

Supplying & Installing of playing equipments Rupees TwentyTwo

as per sepicify make & model No. Thousand Seven

16 1.00 including of civil work complete (C) Double 22782.57 No

Hundred EightyTwo Paise

Seater Arc Swing A K Enterprise make FiftySeven Only

Supplying & Installing of playing equipments Rupees TwentySix

as per sepicify make & model No. Thousand Nine Hundred

16 1.00 including of civil work complete (D) Double 26943.77 No

FourtyThree Paise

See - Saw, AK Enterprise make SeventySeven Only

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Supply and development of carpeted

lawn, preparation of land for lawn and soil

mount as per drawing, watering heavily,

digging, spreading, surface shall be leveled

uniformly, after preparation of the land make

it ready for the lawn plantation. Planting of Rupees Five Hundred

17 108.10 semi carpeted lawn by dibbling method 20- 570.65 Seventy Paise SixtyFive m2

30 cm distance. dibbled lawn shall be lightly Only

rolled and thoroughly watered so as to

keep the soil moist till the grasses are

established and maintain for 1.5 years after

complition of work.

Supply & plantation of shrubs are to be

planted as per the detailed planting drawing

and specify distance, labour charges,

for digging of pit as per detailed specification

filling of organic manure, fertilizer,

insecticides etc. and planting of plant as shown

Rupees Five Hundred

in the drawing, filling the pit, proper

18 60.00 588.83 EightyEight Paise no

pressing and watering. complete

EightyThree Only

including maintanance for 3 years with

watering, organic manure, isecticides to

be applied time to time wherever required.

also damaged or dry plant which is not

grow up, to be replaced complete.

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Tree plantation are to be planted as

per the detailed planting drawing, labour

charges, for digging of pit as per detailed

specification filling of organic manure,

fertilizer, insecticides etc. and planting of plant

as shown in the drawing , filling the pit,

Rupees One Thousand

proper pressing, supporting and watering.

19 9.00 1058.48 FiftyEight Paise No.

complete including maintanance for 3 years

FourtyEight Only

with watering, organic manure, isecticides to

be applied time to time wherever required.

also damaged or dry plant which is not grow

up, to be replaced. (A) (Average height 8 to

feet of plant will be considered.)

Providing and laying Granite slab (18mm

thick) slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1- cement

: 6-Coarse sand) or L.M. 1:1.5 laid over and Rupees Two Thousand

20 11.68 jointed with grey cement slurry including 2620.14 Six Hundred Twenty m2

rubbing and polishing complete (Basic Paise Fourteen Only

Granite rate shall be 250/Sft) (A) Granite

slab 18mm thick

Providing and fixing Gun metal check or Rupees Six Hundred

21 5.00 non-return fullway wheel valve. (D) 40mm dia 663.43 SixtyThree Paise No

FourtyThree Only

Providing and fixing of hunter pop-up PGP Rupees One Thousand

22 5.00 sprinkler erigation oq equvilunt mac with all 1419.05 Four Hundred Nineteen No

fitting or Fastening complete. Paise Five Only

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Drilling of 9 inches dia vertical borehole for

garden irrigation including in all strata with Rupees Three Hundred

23 1.65 required length including providing, lawring & 335.88 ThirtyFive Paise m3

laying of 11 inches dia PVC casing pipe with EightyEight Only

pushing complete.

Supplying and Filling of yellow sand at site for

children play area including royalty and carriage Rupees Three Hundred

24 5.25 upto 5 km complete (earth measured in stacks 335.88 ThirtyFive Paise m3

will be reduced by 20% for payment). EightyEight Only

Constructing brick masonry chamber for

under ground C.I. Inspection chamber and

bends with bricks having crushing

strength not less than 35 Kg/cm2 in

cm. 1:5 C.I. Cover with frame (light duty)

mm. X 610 mm. Internal dimensions, total

weight of cover with frame to be not less than

38 Kgs. weight of cover 23 Kg. and wt. of

Rupees Two Thousand

frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1

25 4.00 2932.93 Nine Hundred ThirtyTwo Each

cement : 2 coarse sand : 4 graded stone

Paise NinetyThree Only

aggregate 20 mm. size ) foundation

concrete 1:5:10 inside plaster 15 mm. thick

with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls

& abed concrete etc. complete (I) inside

dimensions, 455 mm. 610 mm. And 450 mm.

Deep for single pipe line

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Providing laying and jointing in true line and

level 40mm dia. U.P.V.C. Pipe ( SCH- 40)

for cold water including fittings make

PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In

Rupees One Hundred

Charge. Pipe shall be fixed on the wall with

26 22.00 148.12 FourtyEight Paise Twelve m

the help of clamp at every two metre C/C or

shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

Providing, laying and jointing in true line and

level 25mm dia. U.P.V.C. Pipe (SCH-40)

line including fitting as approved by Engineer-in-

Charge. Pipe shall be fixed on the wall

with the help of clamp at every two

Rupees NinetyOne Paise

27 70.00 meter C/C or shall be concealed as directed 91.84 Rmt

EightyFour Only

including necessary fittings etc. including

testing of pipe and joints and fixing the

same with adhesive solvent, including cost

of all materials.(D) 25mm dia pipe

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

Providing laying and jointing in true line and

level 15mm dia. U.P.V.C. Pipe ( SCH- 40)

for cold water including fittings make

PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with Rupees SeventyTwo

the help of clamp at every two metre C/C or Paise SixtyFive Only

shall be concelled as directed including

necessary fittings etc. ncluding testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

Providing and fixing Gun metal check or Rupees Four Hundred

29 3.00 non-return fullway wheel valve. (A) 25mm dia 420.63 Twenty Paise SixtyThree EA

Add for Electrification @ 5.0% lum sum basis :-

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender : Estimated amount put to tender :

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA

Ite Quantities Item Descrption Estimated Rates Unit Total

m Estimated Amount

No. but may be in Figure in Words according to

more or estimated

less quantities.

1) All the work shall be carried out as per MOST specification and specification on the division or as directed.

Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all conditions,

site moisture weather etc.

In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference in

consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra payment

shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in GERI laboratory

The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of work and

amount involved at site without any payment as directed by the Engineer in charge.

Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid by the

5) Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the works. (As

per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

6) The contractor shall quote even "NIL" if no reduction is proposed.

One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the

7) Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of equipments

and conditions of service Act-1996)

8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

The contractor is solely responsible to bare all applicable taxes. I.e. GST etc. and department will not entertain any contractor representation to

9) reimburse any financial burden due to applicable taxes : i.e. GST etc.

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA