S.R to Repairing and Renovation of Helipad and other Misc. work at Science City, Sola, Ahmedabad ( Trimix Road, Paver Block, Kerbing, Colour work and other misc. work)

Trimix Road, Paver Block, Kerbing, Colour work and other misc. work)

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

[1] 34.00 Cmt Demolition and disposal of unserviceable materials with 609.26 Rupees Six

And Paise Twenty

all lead and lift.(i) cement concrete. Six Only

[2] 64.00 Smt Removing and scraping of old deteriorated plaster of 19.57

Rupees Nineteen

any thickness from wall including stacking of

And Paise Fifty

serviceable material and disposal of unserviceable from

site of work with all lead and lift

[3] 196.00 Cmt Excavation for foundation up to 1.5 mt.depth including 117.08 Rupees One

sorting out and stacking of useful materials and Hundred

disposing off the excavated stuff up to 50 meter lead. Seventeen And

Loose or soft soil. Paise Eight Only

[4] 32.00 Cmt Proviidng and laying W.B.M. of B.T.M.C. metal of size 2543.66 Rupees Two

45 mm to 63 mm size including 20% Gritt {Stone Thousand Five

scrinning} & stone dust as filler including spreading, Hundred Forty

watering & consolidaion by vibratory roller 80KN to Three And Paise

100KN static weight. Sixty Six Only

[5] 31.00 Cmt Brickwork using common burnt clay building bricks 4021.02

having crushing strength not less than 35 Kg./Sq.Cm. in Thousand Twenty

foundation and plinth in Cement mortar 1:6 (1-Cement : One And Paise

6-fine sand) (B) Conventional.

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

[6] 85.00 Smt Half brick masonry in common brunt clay building 653.17

bricks having crushing strength not less than 35 Hundred Fifty

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse Three And Paise

sand ) in foundation and plinth (B) Conventional

[7] 263.00 Smt Providing 15mm thick cement plaster in single coat on 176.58

Rough (Similar)side of single or half brick walls for Hundred Seventy

interior plastering upto floor two level and finished even Six And Paise Fifty

and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

[8] 448.00 Smt Finishing wall with weather proof exterior emulsion 114.53

paint on wall surface (two coats) to give an required

Hundred Fourteen

shape even shade after thoroughly brushing the surface

And Paise Fifty

to remove all dirt, and remains of loose powdered

materials. etc complete.

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

[9] 150.00 Cmt. Providing & Laying M 250 grade Ready Mixed trimix 6316.54

using P21 (water reducing concrete admixture at 500 ml

per bag of cement & recron 3s fiber at 125gm per bag of

cement including making C channel 75x75 mm required

to maintain level,slope and thickness of the concrete

road leveling of placed concrete with surface vibrator

and finishing with power floater & trowel light Rupees Six

brooming the surface including applying surface

Hundred Sixteen

hardner of Sika or Equivalent brand & including

And Paise Fifty

Construction joints to be formed at every 5mt distance Four Only

by grooving with mechanical saw within 48hrs.

Groove/sawed joints shall be made of 5mm width and

depth min (1/3 rd depth of the pavement) as shown in

the drawing and shall be filled with ready touse PU

sealant of UV grade cutting & filling of expansion joint

as directed by Engineer in charge.

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

[10] 45.00 SMt. Road marking with hot applied thermoplastic paints 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

Seven And Paise

marking should provide liminance coefficinet on cement

Seventy Two Only

road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

[11] 99.00 Cmt Providing and laying cement concrete 1:2:4 (1- Cement : 3697.91 Rupees Three

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

nominal size) and curing complete excluding cost of Seven And Paise

formwork in (A) Foundation and Plinth. Ninety One Only

[12] 3.00 Cmt Providing and laying cement concrete 1:3:6 (1-Cement : 3- 3005.76

coarse sand : 6- hand broken stone aggregates 40 Thousand Five

mmnominal size) and curing complete excluding cost of And Paise Seventy

formwork in (A) Foundation and Plinth

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

[13] 157.00 Smt Providing and fixing pre-cast Rubber Dye / steel Dye 686.90

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated Rupees Six

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for levelling Ninety Only

and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete

[14] 85.00 Rmt Providing and fixing pre cast concrete kerb stone of 380.19

gray cement base concrete block 30 cm length, 30 cm Rupees Three

height and 15 cm thick of M 200 grade concret as per Hundred Eighty

approved design and including excavation for fixing in And Paise

proper line and level,filling the joint with C:M 1:3 Nineteen Only

(1cement:3fine sand) etc complete. (upto 10 ton)

Rupees Eighteen Lac Eighty Three Thousand Five Hundred Thirty One and Paisa Thirty Nine Only

I / We am / willing to carry out the work at __________ above / below __________ percentage (should be written in figures and

words) above / below the estimated amount mentioned above. Amount of my/our tender works out as under.

Estimated Amount put to Estimated Amount put to

Deduct _________ % Below. Add _________ % Above.

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

Note : The comparision of Lowest Bidder will be made as under :

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

5 All work shall be carried out as per public works Department Handbook and other specifications of Division or as directed.

6 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under

7 Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for work under all

conditions, site, moisture, weather etc.

8 To be Continued on additional sheets, if found necessary.

9 The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

Estimated Rates Total Amount

Estimated Rates Total Amount

Unit Item Description according to

estimated quantities

more or less In Figures In words

10 (A) Rate of dismental material Rs.0.00 shall be deducted from R.A bill at the rate mention in attach statement here under if overall tender

will be below then estimated cost

(B) In case of tender quoted above the rate then estimated cost of dismentalled item will be increased by percentage quoted by agency.

11 For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 / 61 / S, Dt.

27/11/2008 attached with tender papers.

1 Bid Amount of Schedule-B (BoQ) of work i.e. (A)

Note - 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note - 2 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work

under all conditions, site, moisture, weather, etc

Deputy Executive Engineer Executive Engineer,

Construction (R & B) Sub Division No-5 Medical (R & B) Division

Ahmedabad. Ahmedabad.