S. R. to Construction new main drainage line for vastrapur colony at panchayat campus.

Name of Work :- S. R. to Constrction new main drainage line for vastrapur colony at

panchayat campus.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

1 1898.00 Excavation for foundation upto 117.08 Rupees One Cmt

1.50 mt depth including sorting Hundred

out and stacking of useful materials Seventeen And

and disposing the excavated stuff

(A) Loose or soft soil(with shifting

2 1898.00 Excavation for foundation 1.50 162.38 Rupees One Cmt

mt to 3.00 mt depth including Hundred Sixty

sorting out and stacking of useful Two And Paise

materials and disposing the

excavated stuff all lead

(B) Dense or hard Soil

3 2415.00 Excavation for foundation 3.00 174.23 Rupees One Cmt

mt to 5.00 mt depth including Hundred

sorting out and stacking of useful Seventy Four

materials and disposing the

excavated stuff all lead

(C) Hard Murrum

4 104.00 Providing and laying controlled 3910.10 Rupees Three Cmt

cement concrete M.150 and curing Thousand Nine

complete including the cost of Hundred Ten

formwork and excluding

reinforcement for reinforced

concrete work in (A) Foundations

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

5 5.00 Constructing Manhole with R.C.C. top 11029.97 Rupees Eleven No

slab in 1:2:4 mix (1-cement :2-coarse Thousand

sand : 4-graded stone aggregate 20mm Twenty Nine

nominal size) foundation concrete 1:3:6 And Paise

mix (1-cement :3- coarse sand:6- Ninety Seven

Brickbats 40+50mm size) inside Only

plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat

cement and making channels in cement

concrete 1:2:4 mix(1 Cement :2-

Coarsesand :4-stone aggregate 20mm

nominal size) finished smooth complete

including curing and festing (i) Inside

size 900mm x 1200mm and1.5M.deep

including C.I. cover with frame size

560mm diameter total weight of cover

and frame to be not less than 128kgs

.(Wt.of cover 64 Kg. and Wt.of frame

64Kg.)(A)With 230mm thick walls of

brick msonry using brick having

crushing strength not less than35Kg. /

Sq.cm. in Cement Mortar 1:5 (1-

Cement:5-Coarsesand) (1) A type depth

0.90 Metre for 150mm diameter sewer.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

6 10.00 Constructing Manhole with R.C.C. top 19330.46 Rupees No.

slab in 1:2:4 mix (1-cement :2-coarse Nineteen

sand : 4-graded stone aggregate 20mm Thousand

nominal size) foundation concrete 1:3:6 Three Hundred

mix (1-cement :3- coarse sand:6- Thirty And

Brickbats 40+50mm size) inside Paise Forty Six

plastering 15mm thick with Cement Only

Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat

cement and making channels in cement

concrete 1:2:4 mix(1 Cement :2-

Coarsesand :4-stone aggregate 20mm

nominal size) finished smooth complete

including curing and festing (i) Inside

size 900mm x 1200mm and1.5M.deep

including C.I. cover with frame size

560mm diameter total weight of cover

and frame to be not less than 128kgs

.(Wt.of cover 64 Kg. and Wt.of frame

64Kg.)(A)With 230mm thick walls of

brick msonry using brick having

crushing strength not less than35Kg. /

Sq.cm. in Cement Mortar 1:5 (1-

Cement:5-Coarsesand) (2) B type depth

1.50 Metre for 150mm diameter sewer.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

7 25.00 Constructing Manhole with R.C.C. top 23441.74 Rupees Twenty No

slab in 1:2:4 mix (1-cement :2-coarse Three

sand : 4-graded stone aggregate 20mm Thousand Four

nominal size) foundation concrete Hundred Forty

1:3:6mix (1-cement :3- coarsesand:6- One And Paise

Brickbats 40+50mmsize) inside Seventy Four

plastering15mm thick with Cement Only

Mortar 1:5 (1-Cement : 5-coarse sand)

finished with a floating coat of neat

cement and making channels in cement

concrete 1:2:4 mix (1 Cement : 2-

Coarsesand : 4-stoneaggregate 20mm

nominal size) finished smooth complete

including curingand festing (i) Inside

size 900mm x 1200mm and 1.5M. deep

including C.I.cover with frame size

mm diameter total weight of cover and

frame to be not less than 128kgs. (Wt.ofc

over 64 Kg. and Wt.of frame 64 Kg.)

(A)With 230 mm thick walls of brick

masonry using brick having crushing

strength not less than 35 Kg./ Sq.cm. in

Cement Mortar 1:5 (1- Cement: 5-

Coarse sand) (3) C type depth

Metre for 150 mm diameter sewer.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

8 5.00 Constructing Manhole with R.C.C. top 30252.27 Rupees Thirty No

slab in 1:2:4 mix (1-cement :2-coarse Thousand Two

sand : 4-graded stone aggregate 20mm Hundred Fifty

nominal size) foundation concrete 1:3:6 Two And Paise

mix (1-cement :3- coarse sand:6- Twenty Seven

Brickbats 40+50mm size) inside Only

plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat

cement and making channels in cement

concrete 1:2:4 mix(1 Cement :2-

Coarsesand :4-stone aggregate 20mm

nominal size) finished smooth complete

including curing and festing (i) Inside

size 900mm x 1200mm and1.5M.deep

including C.I. cover with frame size

560mm diameter total weight of cover

and frame to be not less than 128kgs

.(Wt.of cover 64 Kg. and Wt.of frame

64Kg.)(A)With 230mm thick walls of

brick msonry using brick having

crushing strength not less than35Kg. /

Sq.cm. in Cement Mortar 1:5 (1-

Cement:5-Coarsesand) (4) D type depth

3.15 Metre for 150mm diameter sewer.

9 5.00 (I) Extra rate for constructing 523.06 Rupees Five No

B.B.masonry for every additional Hundred

depth of 0.1M. or Part there of over Twenty Three

item No.24.27 (I) for depth from

10 10.00 (II) Extra rate for constructing B.B. 397.19 Rupees Three Each

masonry for every additional Hundred Ninety

depthof 0.1M. GRPart there of over Seven And

item No.24.27 (I) for depth

from1.50M. To 2.25M.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

11 25.00 (III) Extrarate for constructing B.B. 550.40 Rupees Five Each

masonry for every additional depth Hundred Fifty

of 0.1M. or Part there of over item And Paise

No.24.27 (III) for depth from2.25

12 5.00 (IV) Extra rate for constructing 653.50 Rupees Six Each

B.B. masonry for every additional Hundred Fifty

depthof 0.1M. or Part there of over Three And

Paise Fifty Only

item No. 24.27 (IV) for depth

13 375.00 Providing laying (to level or 1381.20 Rupees One Rmt

slopes) and jointing reinforced Thousand

concrete Light duty non-pressure Three Hundred

pipes I.S. class NP2 of the

following internal diameter with

collars and buttends prepared for

collar joints including testing of

joints complete.(G) 600mm

14 200.00 Providing laying (to level or 1743.26 Rupees One Rmt

slopes) and jointing reinforced Thousand

concrete Light duty non-pressure Seven Hundred

pipes I.S. class NP2 of the

following internal diameter with

collars and buttends prepared for Only

collar joints including testing of

joints complete. (H) 750mm

15 5957.00 Filling available excavated Earth 289.06 Rupees Two Cmt

(Excluding Rock) in trench Hundred Eighty

plinthside of foundation etc. in Nine And Paise

layer not exceeding 20 cm in depth

consolidation each deposited layer

by ramming and watering etc.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

16 2.30 Brick work using common burnt 4021.02 Rupees Four Cmt

clay building bricks having Thousand

crushing strength not less than 35 Twenty One

kg. / Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1-

Cement : 6-fine sand) (B)

17 21.15 Providing 20 mm thick cement 192.49 Rupees One Smt

plaster in single coat on single or Hundred Ninety

half brick walls for interior Two And Paise

Forty Nine Only

up to floor two level and finished

even and smooth in (ii) Cement

mortar 1:4 (1-cement :4-sand)

18 1.00 Demolition including stacking of 1057.85 Rupees One Cmt

serviceable materilas and disposal Thousand Fifty

of unserviceable materials with all Seven And

lead and lift. (i) R.C.C. work

19 16.00 Hire charges of Hydraulic 718.98 Rupees Seven Hour

Excavator 1 cum bucket capacity Hundred

@ 60 cum per hour (Rate shall be Eighteen And

inclusive of all machinery, driver,

fuel, oil and operation cost)

20 16.00 Hire charges Truck (Considering 1 4279.66 Rupees Four Hour

Truck for 20 days @ Rs.5000 Per Thousand Two

Day) (Rate shall be inclusive of all Hundred

machinery, driver, fuel, oil and

And Paise Sixty

operation cost)

21 2.00 Hire charges of Tractor Trolley 1677.63 Rupees One Day

(Considering 1 Tractor Trolley for Thousand Six

20 Days (8 Hours per Day Rs.245 Hundred

per Hour (Rate shall be inclusive of

And Paise Sixty

all machinery, driver, fuel, oil and

operation cost)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

22 20.00 Engaging unskilled labour for 782.03 Rupees Seven Man/

various activities such as loading Hundred Eighty day

and Unloading Material, jungle Two And Paise

cutting / cleaning, tree / plant

trimmimg etc in various

compounds of Residential & Non

residential building under

Navrangpura (R&B) Division and

for other work as instructed &

directed by Engineer in charge.

(Rate shall be inclusive of all

required tools and machinery)

Rs. In words : Rupees Fifty Lakh(s) Sixty Nine Thousand Eighty Eight And Paise Eighty One

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.

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

1. All work shall be carried out as per public works Department Handbook and other specifications of

Division or as directed.

2. 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.

3. Credit of Rs. 84536 Shall be recovered from the payable bills towards cost of dismental materials.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be Estimated

In Figures In Words

more or less quantities

4. 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.

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

6. GST, Income tax TDS will be deducted at a source while making payments of bills

7. 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

8. The Materials on the work shall have to be used and carried out as specified in technical note.

9. I/We hereby Declare that I/we have Visited the site and fully Exquisite myself/ourselves with the

local situation regarding materials,Labour and other factors pertaininfg to work before submitting

10. I/We hereby Declare that I/we have carefully Studied the condition of Contracts, Detailed

Specification and other tender Document of this work and agree to execute the same accordingly

Deputy Executive Engineer Executive Engineer

Vastrapur (R & B) Sub Division Navrangpura (R & B) Division

Ahmedabad Ahmedabad