Construction & Widening of Four lane road & bridge on Tithal Valsad Dharmpur Nasik road k.m 8/0 to 31/4 in valsad District in state of Gujarat

NAME OF WORK :- Construction & Widening of Four lane road & bridge on Tithal Valsad Dharmpur

Nasik road k.m 8/0 to 31/4 in valsad District in state of Gujarat.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Dismantling of existing structures including stacking of

serviceable materials and disposal of unserviceable

materials with all lead and lift.

i) R.C.C. work 1001.10 Cu.m. 1053.42

i) Rubble Masonry work 126.00 Cu.m. 373.60

2 Clearing and grubbing road land including uprooting 1.80 Hectare 28393.04

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

3 Excavation for foundation in sand , gravel , clay soft 6195.00 Cu.m. 501.09

soils & murrum etc. including sorting and strutting and

dewatering as necessary and disposing of excavated

stuff as directed. With all lead & lift.

4 Providing & filling in foundation as base course with 2849.30 Cu.m. 3610.58

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

5 Providing and casting in situ controlled cement 1295.42 Cu.m. 5171.20

concrete M-25 for R.C.C. box, Approach slab & Retaing

Wing wall as per drawings including centering

huttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.

6 Providing and laying Stone Pitching on slopes laid over 317.00 Cu.m. 1051.41

prepared filter media including boulder apron laid dry in

front of toe of embankment complete as per drawing

and Technical specifications

7 Providing and laying rubble for apron (each stone 1910.80 Cu.m. 1041.05

weighing not less than 40 Kg.) including hand packing

and filling in the interstices with quarry spall.

8 Providing & laying weep hole in Abutments, and returns 1034.00 Each 84.95

by using P.V.C pipe of 100mm including laying in

proper grade and jointing the completed as per detailed

9 Providing and fixing in position CRS Fe-550D TMT bar 108.54 M.T. 77073.50

reinforcement including cutting, bending, hooking,

tying and welding complete and including forming the

cage and lowering it in position.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

10 Reinforced Cement Concrete Crash Barrier (Provision of 386.00 Rmt 5056.57

an Reinforced cement concrete crash barrier at the

edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with

CRS Fe- 550D TMT reinforcement conforming to IRC:21

expansion joints filled with pre-moulded asphalt filler

board, keyed to the structure on which it is built and

installed as per design given in the enclosure to MOST

circular No. RW/NH - 33022/1/94-DO III dated 24 June

1994 as per dimensions in the approved drawing and at

locations directed by the Engineer, all as specified).

11 Providing G.I. 100 mm. diameter water spouts 72.00 Each 536.03

including necessary iron gratings as per drawings.

12 Providing and laying Filter Media 600mm Thick directed 2786.77 Sq.m. 1248.74

at the back of Abutment, return and wing walls as per

detailed specification.

13 Filling available excavated earth/wethered rock in 481.75 Cu.m. 130.39

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

14 Drilling with core cutting machine / Drilling machine 928.00 NO. 288.86

plus cleaning & fixing, 16mm Anchor Bar using

Chemical per anchor including all the arrangements and

measures for installing Anchor bar safely at site as per

details specified in the drawing .

Note: The pull out test at all location shall be done by

concern agency as per selected location of

client/Engineer incharge.No extra payment shall be

15 Earthwork for embankment including breaking 175.00 Cu.m. 176.97

clods,dressing with all lead and lift (excluding watering

and consolidation)(A) From Borrow pits within land

16 Supplying and fixing reinforced concrete heavy duty 553.75 Rmt 6595.90

non- pressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slopes of I.S. 458 I 1971 Class NP4

casted by vertically vibrated technology of following

internal diameter. 1200mm dia.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

Four Crores Fifteen Lacs Four Thousand one Hundred Fifty Three & Thirty Six Only.

I/We am/are willing to carry out the work at ….................................…% above/below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 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.

Note 2-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3-GST and Income tax TDS will be deducted at a source while making payments of bills

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.

Note 5:-An amount of Rs. 1,96,463.00 ( Rs. One lakh Ninty Six Thousand Four Hundred Sixty Three Only ) towards estimated credit

value of dismentaling shall be recovered from the R.A. Bill of this work irrespective of the quantity actually received on site.

Deputy Executive Engineer Divisional Account Executive Engineer

Valsad (R & B) Sub Division Panchayat(R&B)Division Panchayat (R & B) Division

Valsad Valsad Valsad