BID DOCUMENTS FOR PROVIDING AND LAYING OF 900 MM DIA RCC NP3 PIPE DRAIN IN VARIOUS AREA AT ODE NAGARPALIKA UNDER: 15 TH FINANCE SCHEME-2021-22 (TIED) GRANT.

BID DOCUMENTS FOR PROVIDING AND LAYING OF 900 MM DIA RCC NP3 PIPE DRAIN IN VARIOUS

AREA AT ODE NAGARPALIKA UNDER: 15 TH FINANCE SCHEME-2021-22 ( TIED) GRANT.

GENERAL SUMMARY

No. Description Amount

1 PROVIDING AND LAYING OF 900 MM DIA RCC NP3 PIPE DRAIN FROM DUNGRATI Rs.

TALAV TO BHARODA KANS WARD No.6 AT ODE

2 PROVIDING AND LAYING OF 900 MM DIA RCC NP3 PIPE DRAIN FROM KANUBHAI Rs.

RAVJIBHAI VASAVA HOUSE TO AMTHI KUVA WARD No.3 NAVAPURA AREA AT

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in

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

( In words ) _________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not applicable)

Note :1 All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

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

for work under.

Note : 3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

Note : 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 tender.

Signature of Contractor Chief Officer

Ode Nagarpalika

SECTION-7 BILL OF QUANTITIES-131

ODE MUNICIPALITY, ODE

NAME OF WORK :- PROVIDING AND LAYING OF 900 MM DIA RCC NP3 PIPE DRAIN

FROM DUNGRATI TALAV TO BHARODA KANS WARD No.6 AT ODE

Qty. Description Unit Amount

1 Excavation for foundation for depth from 0.0m to 1.5m

Including sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 meter lead.

a) (a) In Loose or Soft Soil

2 Excavation for foundation for depth from 1.5m to 3.0m

Including sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 meter lead.

a) (a) In Loose or Soft Soil

3 35.00 Providing and laying cement concrete (1:4:8) (1 Cement,

Cmt. Coarse sand, 8 Crushed stone agreegate 40 mm nominal)

and curing complete excluding cost of formwork in foundation

and plinth. 2905.71 Cmt.

4 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or slopes) of class

NP3 of following internal daimeters. (v) 900mm dia.

5 843.00 Filling Availabale Excavated Earth (Excluding Rock) in

Cmt. trenchess plinth, sides of foundation etc. in layers not

exceding 20 cm in depth consolidated each deposited layer by

ramming and watering

SBD SECTION-7 BILL OF QUANTITIES-132

6 13.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-

Nos. cement :2-coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6-Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement 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-Coarse

sand :4-stone aggregate 20mm nominal size) finished smooth

complete including curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not

less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using brick

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

Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type

depth 2.25 Metre for 150mm diameter sewer. 23470.48 No.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-133

ODE MUNICIPALITY, ODE

NAME OF WORK :- PROVIDING AND LAYING OF 900 MM DIA RCC NP3 PIPE DRAIN

FROM KANUBHAI RAVJIBHAI VASAVA HOUSE TO AMTHI KUVA WARD No.3 NAVAPURA AREA AT ODE

Qty. Description Unit Amount

1 Excavation for foundation for depth from 0.0m to 1.5m Including

sorting out and stacking of useful materials and disposing of the

excavated stuff up to 50 meter lead.

a) (a) In Loose or Soft Soil

2 Excavation for foundation for depth from 1.5m to 3.0m Including

sorting out and stacking of useful materials and disposing of the

excavated stuff up to 50 meter lead.

a) (a) In Loose or Soft Soil

3 35.00 Providing and laying cement concrete (1:4:8) (1 Cement, 4 Coarse

Cmt. sand, 8 Crushed stone agreegate 40 mm nominal) and curing

complete excluding cost of formwork in foundation and plinth.

4 Supplying and fixing reinforced concrete heavy duty non-pressure

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters. (v) 900mm dia.

5 843.00 Filling Availabale Excavated Earth (Excluding Rock) in trenchess

Cmt. plinth, sides of foundation etc. in layers not exceding 20 cm in

depth consolidated each deposited layer by ramming and watering

SBD SECTION-7 BILL OF QUANTITIES-134

6 13.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement

Nos. :2-coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

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-Coarse sand :4-stone aggregate 20mm nominal

size) finished smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover

with frame size 560mm diameter total weight of cover and frame to

be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using brick having

crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar

1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for

150mm diameter sewer.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-135