Construction of Box Culvert on Sokhada Approach Road (VR) between Km.1/650 to 1/850 Ta.Dhrangadhra

Name of work :- Construction of Box Culvert on Sokhada Approach Road (VR) between

Km.1/650 to 1/850 Ta.Dhrangadhra , Dist.; Surendranagar. (Under MMGSY-Normal-2025-26)

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 349.60 One 150.38

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

2 WBM Grading-2 13.40 One 1782.62

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-

2 as per Technical Specification Clasue.405

By menual means.

3 Rolling and Watering of earthwork with 231.20 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

4 Excavation of foundation in Sand graval caly 202.80 One 486.76

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

5 Excavation of foundation in hard murrum 118.40 One 582.21

and boulders and very stiff or sticky clays Cum

and other similar strata including shorting

out and struting and dewatering as

necessary and disposing of the excavated

stuff as directed.

6 Providing and laying rubble for apron (Each 22.90 One 1041.04

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

7 Providing and filling in foundation with 47.80 One 3226.63

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

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

No. and reference to book of Specification)

8 Providing parapet of ordinary cement 29.40 One 1044.47

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.

9 Providing and casting in situ Controlled 151.70 One 4991.57

cement concrete M-200 for R.C.C. work in Cum

Piers, abutment, returns and riding returs as

per drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all

10 Providing and casting in situ Controlled 49.40 One 4419.99

Cement Concrete M-200 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

11 Providing and casting in situ Controlled 28.50 One 5064.90

cement concrete M 25 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

12 Providing and casting in situ Contolled 17.40 One 5101.10

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

13 Providing and casting in situ Contolled 8.10 One 4959.26

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

14 Providing and casting in situ Controlled 1.80 One 4687.70

cement concrete- M-20 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

15 Providing and laying weep hole in 49.00 One 53.44

Abutment and returns by using PVC pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

16 Providing and laying filter media 600mm. 13.20 One 1180.33

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

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

No. and reference to book of Specification)

17 Providing and laying in Position FE - 0.400 One 73217.52

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying

complete as per detailed drawings for the

following (A) Piers (B) Abutments (C)

Returns (D) Walls etc.

18 Providing and Fixing in position FE- 7.760 One 72601.86

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

19 Providing 12mm. Thick Pre-moulded asphalt 9.60 One 702.12

filler joints as per drawings Sqm

20 Providing PVC 100mm. Diameter water 8.00 One 159.36

spouts including necessary iron gratings as No

21 Providing flood gauge marks on sub 3.00 One 148.89

structure as per design including painting Rmt.

22 Filling available excavated earth (excluding 118.40 One 130.39

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

23 Dismantling the existing structure including 30.80 One 389.73

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

24 Dismantling G.I. Pipes G.S.W. Pipes and A.C 15.00 One 73.02

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

25 Providing temporary all weather and fair 50.00 One 1830.01

weather diversion suitable for traffic during Rmt.

the construction period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete..

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

No. and reference to book of Specification)

26 Hazard Marker Sign :-Providing and fixing sign 2.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered

shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

27 Providing and erecting a "W" metal crash 17.00 One 3723.46

barrier comprising of 3mm thick currugated Rmt.

sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series

channel vertical post, 150x75x5mm spaced

2m center to center, 1.8m high, 1.1m below

ground/road level, all steel parts and

fitments to be galavanized by hot dip

process, all fittings to conform to IS:1367 and

IS:1364 metal beam rail to be fixed on the

vertical post with a spacer of channel section

150x75x5mm, 330mm long complete as per

Twenty Five Lakh(s) Twenty Five Thousand Eighty Three And Paise Fifty

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.

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

No. and reference to book of Specification)

* 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.

NOTE: Amount Rs. 8398.85 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Dhrangahdara Surendranagar