MMGSY

Name of work :- Construction of CD Works on Jaliya to Kanad Road Bet. Ch.2/200-2/400 (MDR)

Ta.Shihor, Dist.: Bhavnagar. (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 Clearing and grubbing of road land 0.08 One 28455.09

incl.uprooting rank vegetation, grass, bushes, Hect.

shurbs, saplings and trees girth upto 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials © By

mechanical means in area of Light jungle.

2 Earthwork for embankment including 188.00 One 169.16

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and

lift.Executed with machineries.(Selected soil

to be used for earthwork shall be from

BORROW AREA only having CBR not less

3 WBM Grading-1 74.00 One 1416.80

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm 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-1

as per Technical Specification Clasue.405 By

4 Rolling and Watering of earthwork in layers 188.00 One 23.17

with vibratory roller including filling in Cum

depression which occur during the process

5 Excavation for foundation upto 1.5m depth 68.00 One 259.93

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

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

No. and reference to book of Specification)

6 Excavation for foundation upto 1.5m depth 47.00 One 442.90

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

7 Excavation of foundation in hard murrum 585.00 One 625.88

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

8 Excavation in large boulders and soft rock by 281.00 One 733.62

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

9 Excavation in hard rock by dry-wet blasting 76.60 One 1715.19

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

10 Providing and fixing Mild steel dowel bar of 72.00 One 450.07

minimum 32mm dia. For anchoring by Rmt.

drilling holes in foundation strata including

necessary bending, hooking of dowel bars

and grouting the holes complete as per

detailed drawing and as directed.

11 Providing and laying rubble for apron (Each 215.00 One 1092.52

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

12 Providing and casting in situ ordinary 438.30 One 3938.30

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

13 Providing and filling in foundation with 155.00 One 3362.24

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)

14 Providing and casting in situ Ordinary 23.00 One 3816.61

Cement Concrete M-150 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

15 Providing and casting in situ Controlled 492.10 One 5247.04

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

16 Providing and casting in situ Contolled 25.10 One 5432.96

Cement concrete M 25 mix for R.C.C. works Cum

in pier cap, abutment cap, and dirt wall

including controlled cement concrete M

bed block or pedestals for required size

below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and

finishing complete.

17 Providing and casting in situ Controlled 95.30 One 5294.73

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

including centering, scaffolding, curing and

finishing complete.

18 Providing and casting in situ Controlled 83.00 One 5584.56

cement concrete M-30 mix for various thick Cum

wearing coat laid as directed incuding.

tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

19 Providing and casting in situ Contolled 21.80 One 5284.13

cement concrete- M-25 mix for Approach Cum

slab including formwork, curing and

finishing complete.

20 Providing and casting in situ Controlled 5.40 One 4992.64

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

blocks including formwork,curing and

finishing complete.

21 Providing and laying weep hole in 53.00 One 355.52

Abutment and returns by using A.C/PVC No

pipe of 100mm. Incl. fixing in proper grade

and jointing the complete as per detailed

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

No. and reference to book of Specification)

22 Providing and laying filter media 600mm. 52.40 One 1268.86

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

23 Providing and fixing in position Mild steel 18.00 One 341.29

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

24 Providing and fixing in position Mild steel 18.00 One 399.70

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

25 Providing and laying in Position FE - 7.620 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.

26 Providing and Fixing in position FE- 11.560 One 73243.02

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.

27 Construction of Precast R.C.C. railing of M 64.00 One 2154.33

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

hand rail dimension as shown in detail

drawing & vertical post such as c/c pacing

between vertical post 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-

28 Providing 12mm. Thick Pre-moulded asphalt 48.50 One 703.53

filler joints as per drawings Sqm

29 Providing PVC 100mm. Diameter water 18.00 One 159.37

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)

30 Filling available excavated earth (excluding 516.00 One 137.47

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

31 Supplying and fixing reinforced concrete 15.00 One 3469.25

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.

32 Supplying and fixing reinforced concrete 22.50 One 5560.00

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) 1200mm Dia.

33 Providing temporary diversion suitable for 100.00 One 2246.24

traffic during the construction period of the Rmt.

Bridge/Box Structure work by levelling

existing ground and constructiong suitable

compacted embankment, alweather road

surface with providing, laying &

consolidation of 200mm WBM in layers

proper carriage width with safety measures

maintain for motorable road throughout

construction period etc. and also dismantle

diversion after completion of work etc.

complete as per instrucion of Engineer-in-

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

No. and reference to book of Specification)

34 Hazard Marker Sign :-Providing and fixing sign 2.00 One 3518.69

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

35 Facility Informatory Sign :-Providing and fixing sign 2.00 One 3990.64

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 80 x 60 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;

3.6mtr 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.

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

No. and reference to book of Specification)

36 Providing and erecting a "W" metal crash 80.00 One 3468.34

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

37 Supplying & laying of bi-axial extruded high 362.60 One 253.51

modulus polypropylene geogrid conforming Smt.

to MORT&H specification for base/sub-base

reinforcement having minimum tensile

strength 30kN/m in the longitudinal and

transverse direction, with 10.5kN/m and

21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and

transverse direction, junction efficiency not

less than 95% and with 38mm X 38mm mesh

38 Providing and applying one coat Epoxy 879.00 One 233.31

Phenolic primer of DFT 50 micron and two Smt.

coats of Polyurethane (aliphatic) epoxy paint-

75 micron DFT each or any other equivalent

epoxy coating system to all concrete surfaces

exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and

as per specification

Rupees One Crore Sixty One Thousand Seven Hundred Thirty Two And Paise

Forty Four 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.

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Shihor Bhavnagar