Construction New Structure of Morbi District Package No.RPC-2/MRB/MMGSY/Khas Angbhut/2025-26/P.01 Ta.Halvad , Dist.; Morbi (1) Construction of Box Culvert on Koyba to Haripar Roadbetween Km.2/300-2/400 (V.R) Ta.Halvad (2)Construction of Box Culvert on Koyba to Haripar Road between Km.1/900 to 2/000 (V.R) Ta.Halvad (3) Construction of Box Culvert on Ghansyampur-Koyba- Dhavana Road between Km.3/700 to 3/800 (MDR) Ta.Halvad (4) Construction of CD Works on Ghanshyampur-Koyba- Devana Road (MDR) Bet.Ch.2/600-2/800 Ta.Halvad (5) Construction of CD Works on Ghanshyampur-Koyba- Dhavana Road (MDR) Bet.Ch.2/000-2/200 Ta.Halvad

Name of work :- Construction New Structure of Morbi District Package No.RPC-

2/MRB/MMGSY/Khas Angbhut/2025-26/P.01 Ta.Halvad , Dist.; Morbi

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 250.00 One 210.68

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and lift.

2 WBM Grading-1 126.60 One 1410.95

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm to 45mm size to water

bound macadam (WBM Gr.I) 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-

1 as per Technical Specification Clasue.405

3 Rolling and Watering of earthwork in layers 250.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

4 Excavation for foundation upto 1.5m depth 181.00 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

5 Excavation of foundation in Sand graval caly 738.00 One 511.11

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

6 Excavation of foundation in hard murrum 585.00 One 611.32

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.

7 Providing and laying rubble for apron (Each 158.70 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

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

No. and reference to book of Specification)

8 Providing and casting in situ ordinary 341.60 One 4291.68

cement concrete M-20 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

9 Providing and casting in situ ordinary 365.00 One 3921.64

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

10 Providing and filling in foundation with 208.30 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

11 Providing and casting in situ Ordinary 40.20 One 4338.66

cement concrete- M-200 for average Various Cum

thickness wearing coat laid as directed

incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen

12 Providing and casting in situ Controlled 125.50 One 5304.30

cement concrete M-250 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

13 Providing and casting in situ Controlled 149.20 One 4697.25

Cement Concrete M-250 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

14 Providing and casting in situ Controlled 105.80 One 5256.06

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

including centering, scaffolding, curing and

finishing complete.

15 Providing and casting in situ Controlled 71.40 One 5377.51

cement concrete M-25 mix for average Cum

Various thickness wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

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

No. and reference to book of Specification)

16 Providing and casting in situ Contolled 44.70 One 5235.67

cement concrete- M-25 mix for Approach Cum

slab including formwork, curing and

finishing complete.

17 Providing and casting in situ Controlled 7.40 One 4948.59

cement concrete- M-25 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

18 Providing and laying weep hole in 283.00 One 228.26

Abutment and returns by using PVC pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

19 Providing and laying filter media 600mm. 157.00 One 1180.33

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

20 Providing and laying in Position FE - 2.950 One 73858.69

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.

21 Providing and Fixing in position FE- 37.630 One 73243.01

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.

22 Construction of Precast R.C.C. railing of M 113.00 One 2122.01

25 grade concrete having 2-tire (Raw) of Rmt.

hand rail dimension as shown on detail

drawing and vertical posts not to exceed

1.625m including necessary TMT steel,

formwork, painting with weateherproof

paint, supoplying of all materail, labour etc.

complete as per instruction of Engineer-in-

23 Providing 20mm. Thick Pre-moulded asphalt 25.00 One 769.62

filler joints as per drawings Sqm

24 Providing PVC 100mm. Diameter water 44.00 One 159.36

spouts including necessary iron gratings as No

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

No. and reference to book of Specification)

25 Filling available excavated earth (excluding 670.00 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

26 Supplying and fixing reinforced concrete 52.50 One 3469.26

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 900mm Dia.

27 Dismantling the existing structure including 309.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

28 Diversion: Providing temporary diversion 200.00 One 1851.53

suitable for traffic during the construction Rmt.

period of the C.D. Structure work by

levelling existing ground and constructiong

suitable compacted embankment, road

surface with providing, flaying &

consolidation of 200 mm/100mm WBM in

layers on carriage width with safety

measures like sign board, guard stone &

maintain for motorable road throughout

construction period etc. and also dismantle

diversion after completion of work etc.

complete as per instrucion of Engineer-in-

29 Providing and fixing Flood guage post mark 4.00 One 1748.15

of 'C' angle size 100mm x 50mm x 5mm thick No

(in head wall 0.50mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.)

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

No. and reference to book of Specification)

30 Informatory Signs :-Providing and fixing sing boards 3.00 One 3856.90

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

31 Hazard Marker sign : 6.00 One 2423.74

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*30 cms. rectangle as per

design / Drawing attached (IRC). Pretreated with

phospheting process and acid etching : coated with

one coat of epoxy primer and two coats of best

quality epoxy paint: reflectorised with retro reflective

sheeting as per latest M.O.S.T specification: 3.1 M.

long (2 nos) stand post and frame fabricated from

suitable size iron angle of 35*35*3mm and 50*50*5mm

: painted with best quality epoxy coatings in black

and white bends the details of symbole or inscription

/ numerals for each board shall be as per the

instruction of engineer in charge the fixing at site shall

be in 1:2:4 CC block of size 45*45*60 cms for each leg:

including excvation curing etc. comp.under the

supervision of engineer-in-charge.(B) Engineering

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

No. and reference to book of Specification)

32 Cautionary Warning Sign : Providing and fixing sign 4.00 One 3808.66

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design

of IRC-67-1977 pre treated with phospheting process

and acid etching coated with one coat of apoxy

primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

MOST specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted with

best quality epoxy coating in black and white bends

the details of symbole for each board shall be as per

the instruction of Engineer in charge the fixing at site

shall be in 1:2:4 CC block of size 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineering Grade.

Rupees One Crore Twenty Lakh(s) Five Thousand Seven Hundred Eighteen And

Paise Fifty Eight 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.

NOTE: Amount Rs.222012.14 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