Construction of RCC Box Culvert & Pipe Culvert on Various Internal roads of Saputara, Ta. Ahwa Dist. Dang

Bill of Quantity

Memorandum showing items of work to be carried out

Item of work Quantity Unit In Amount

Excavation for foundation in sand, gravel, clay soft soil &

murrum etc. including shoring, strutting and dewatering

1 as necessary and dispossing of the excavated stuff as 435.00 Cumt 538.67

directed depth upto 3.0 mt.

Providing and filling in foundation with ordinary cement

concrete M.150 mix and providing necessary vertical pin

2 headers including form work vibrating ramming and 81.00 Cumt 3732.29

curing complete.

Providing and casting in situ controlled cement concrete

M.200 for R.C.C. raft and cutt off walls as per drawing

3 including necessary shuttering laying, vibrating, 142.00 Cumt 4640.23

ramming and curing complete.

Providing and casting in situ controlled cement concrete

M.250 for R.C.C. raft and cutt off walls as per drawing

4 including necessary shuttering laying, vibrating, 240.00 Cumt 4745.96

ramming and curing complete.

Providing and laying weep holes in abutment & return

by using A.C. pipe of 100mm diameter with laying in

5 proper grade & joints complete etc. as per detailed 429.00 Nos. 91.32

Providing and fixing in position IS mark steel bar

reinforcement of bar grade FE-500D(TMT) including

6 cutting, bending, hooking and tying complete as per 17.20 MT 73243.02

detailed drawing for raft slab, pier, solid slab, kerb block,

wearing coat etc.

Providing and filter media 600mm thick as directed at the

7 back of abutment returns & wingwall as per detailed 424.00 Sqm. 1342.40

Providing and filling sand behind abutments and

8 between returns in layers as directed 68.00 Cumt 571.92

Item of work Quantity Unit In Amount

Provision of 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

Fe-500D reinforcement conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at expansion joints filled

with pre-moulded asphalt filler board, keyed to the

9 structure on which it is built and installed as per design 55.00 Rmt 4300.58

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

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid dry in

10 front of toe of embankment complete as per drawing and 57.00 Cumt 1051.41

Technical specifications - Stone/Boulder

Providing and laying rubble for apron (each stone

weighing not less than 40 Kg.) including hand packing

11 and filling in the interstices with quarry spall. 52.59 Cumt 1092.52

Earthwork for embankment including breaking

clods,dressing with all lead and lift (excluding watering

12 and consolidation)(C) From Borrow area within 1.0 255.80 Cumt 161.67

Excavation for foundation upto 1.5 mt depth including

sorting out of useful material and disposing of the

13 excavated stuff up o 50 mt lead (1) Loose or soft soil 1519.60 Cum 208.62

Providing and filling in foundation with ordinary cement

concrete M100 mix and providing necessary vertical pin

14 headers including form work,vibrating, ramming and 210.00 Cum 3362.25

curing complete.

Providing and casting in-situ ordinary cement concrete

M150 mix and providing necessary pin headers including

15 shuttering, scaffolding, laying, vibrating and finishing 1275.60 Cum 3938.30

without V-grooves (A) Height from 0.0 to 5 Mt.

Providing and fixing in position ISI mark TMT (Fe-500)

bar for temperature reinforcement for mass concrete

16 pier/abutment returns including cutting bending and 9.31 MT 73858.69

tying as required complete

Item of work Quantity Unit In Amount

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts including

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

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

casted by vertically vibrated technology of following

internal diameter. (vii) 1200 mm dia.

Providing and filling sand around the pipe including

18 hand packing ramming, watering, filling measure boxes 57.86 Cum 581.85

etc. complete as directed.

Finishing Wall with weather proof exterior emulsion

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

19 shape even shade after throughly brushing the surface to 604.00 Sqm 122.14

remove all dirt, and remains of loose powdered materials

Numbering the CD work with approved paint including

20 all materials for painting etc. 16.00 No 51.98

Rupees One Crore Twenty Three Lakhs Twenty Seven Thousand Seventy Eight and Paise Eighty

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

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of

my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…12327078.8837 Put to tender

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Item of work Quantity Unit In Amount

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 ie. 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:-To be continued on additional sheet,if found necessary.

Signature of Bidder Executive Engineer

Dang ( R&B ) Division