Construction of Slab Drain on Sara Nadadhri Road (VR) Km. 2/4 to 2/60 Ta.Muli , Dist.; Surendranagar. (Remaining work)

Name of work :- Construction of Slab Drain on Sara Nadadhri Road (VR) Km. 2/4 to 2/60

Ta.Muli , Dist.; Surendranagar. (Remaining work)

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Dismentaling the existing structure 0.00 One 562.57

including removing and stacking the Cum

dismentelled materials as and where

directed .(A) RCC work.

2 Excavation of foundation in Sand graval caly 0.00 One 309.06

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

3 Providing and filling in foundation with 0.00 One 2110.90

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete. (More than 10 tone)

4 Providing and laying plain cement concrete 14.90 One 2110.90

with ordinary M- 100 ordinary mix levelling Cum

below approach slab complete as per

drawing and technical specification. (more

5 Providing and casting in situ nominal mix 42.10 One 3345.02

concrete M-200 mix and providing Cum

necessary pin headers V - shaped false joints

to form suitable panels on exposed faces as

per approved design including cost of

shuttering , scaffolding, laying, vibrating

curing finishing etc complete without v

6 Providing and casting in situ Nominal mix 37.55 One 4159.99

concrete M 250 mix for R.C.C. works in pier Cum

cap, abutment cap, and dirt wall including

controlled cement concrete M 250 bed block

or pedestals for required size below bearings

as per detailed drawings, centering,

shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing

7 Providing and casting in situ Controlled 361.50 One 4411.78

cement concrete M 250 for R.C.C. slab Cum

including centering, scaffolding, curing and

finishing complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

8 Providing and casting in situ Contolled 14.90 One 3621.76

cement concrete- M-250 mix for Approach Cum

slab including formwork, curing and

finishing complete. (more than 10 ton)

9 Providing and casting in situ Controlled 48.00 One 3621.76

cement concrete M-250 mix for average Cum

75mm thick wearing coat laid as directed

incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen

10 Providing parapet of ordinary cement 168.00 One 817.09

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

11 Providing and placing in position FE-415 21.990 One 43875.09

(TMT) bar reinforcement including cutting, MT

bending, hooking, tying etc complete as per

detailed drawing (A) solid slab.(up to 10 ton)

12 Providing and fixing in position Mild steel 24.00 One 244.42

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

13 Providing and fixing in position Mild steel 24.00 One 355.52

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

14 Providing and laying weep hole in 83.00 One 33.94

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

15 Providing Pre-moulded asphalt filler joints 48.00 One 735.28

as per drawings Sqm

16 Providing flood gauge marks on sub 0.00 One 94.54

structure as per design including painting Rmt.

17 Providing and laying filter media 600mm. 0.00 One 749.42

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.(More than 10 tone)

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

18 Providing G.I. 100mm. Diameter water 56.00 One 506.01

spouts including necessary iron gratings as No

per drawings.(More than 10 ton)

19 Providing and fixing marble slab including 1.00 One 626.20

engraving painting etc complete 75cm x No

20 Providing temporary all weather and fair 0.00 One 611.96

weather diversion suitable for traffic during Rmt.

the construction period of the Bridge

including porviding necessary drains and all

safty measures including red / signals at

night for traffic etc. complete

Rupees Thirty Three Lakh(s) Thirty Four Thousand Seven Hundred Eight And

Paise Fifty Three Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent

( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My

\ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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 tender.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Surendranagar Surendranagar