MMGSY

Name of work:- Construction of Various Structure of Bhavnagar District Pkg.No./RPC-2/BVN/STRC/MMGSY-

NORMAL/2025-26/P.NO.8.7 Ta. Mahuva Dist.Bhavnagar

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.12 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of Light

2 WBM Grading 1 Providing, laying, spreading and compacting 145.40 One 1883.65

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming, stone

screening/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

3 WBM Grading 2 (By Manual Means) Providing, laying, spreading 41.70 One 1424.60

and compacting stone aggregates of 63 to 45mm sizes to water Cum

bound macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel roller 80-100

kN in stages to proper grade and camber, applying and brooming,

stone screening/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting to the required

4 Rolling of earthwork in layers with power roller including filling 399.80 One 23.17

in depression which occur during the process. Watering of earth Cum

work as directed.

5 Earth work for embankment including breaking clods, dressing 399.80 One 161.67

with all lead and lift. (Excluding watering and consolidation) Cum

From Borrow area within 1.0 Km lead and should have CBR not

less than 6.00%.

6 Excavation for foundation upto 1.5 m depth including sorting out 92.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

7 Excavation for foundation upto 1.5m depth including sorting out 73.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

8 Excavation of foundation in hard murrum and boulders and very 250.20 One 625.87

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

9 Excavation in large boulders and soft rock by wedging including 3899.90 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

10 Excavation in hard rock by dry-wet blasting and chiseling 77.50 One 1715.19

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Prohibited Blasting work.

11 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 30.00 One 450.06

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

12 Providing and laying rubble for apron (Each stone weighting not 633.40 One 1092.51

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

13 Providing and casting in situ ordinary cement concrete M-15 mix 695.60 One 3938.30

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

14 Providing and filling in foundation with ordinary cement concrete 93.00 One 3362.24

M-100 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

15 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 509.20 One 4308.34

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

16 Providing and casting in situ controlled cement concrete M-30 for 170.80 One 5683.94

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

17 Providing and casting in situ controlled cement concrete M-200 for 286.80 One 5247.04

R.C.C. Return as per drawings including centering shuttering, Cum

scaffolding where necessary, laying vibrating, curing and

finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers

(2)Abutment (3) RCC return

18 Providing and casting in situ Controlled Cement Concrete M-25 469.50 One 4745.95

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

19 Providing and casting in situ Contolled Cement concrete M 200 20.10 One 5327.23

for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 250 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

20 Providing and casting in situ Controlled cement concrete M 25 for 410.50 One 5294.73

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

21 Providing and casting in situ Contolled cement concrete- M-200 53.60 One 5320.24

for avarage 75 mm thick wearing coat laid as directed incuding. Cum

tamping, vibrating, finishing, curring and filling in joints with

bitumen complete.

22 Providing and casting in situ Contolled cement concrete- M-200 16.40 One 5178.40

for Approach slab including formwork, curing and finishing Cum

23 Providing and casting in situ Controlled cement concrete M 25 for 19.90 One 5284.12

Approach slab including formwork, curing and finishing Cum

24 Providing and casting in situ Controlled cement concrete- M-200 3.60 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

25 Providing and applying one coat Epoxy Phenolic primer of DFT 50 3406.00 One 233.31

micron and two coats of Polyurethane (aliphatic) epoxy paint-75 Sqm

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.

26 Providing and laying Weep Hole in Abutments and returns by 102.00 One 62.93

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

27 Providing and laying weep hole in Aburtments, and returns by 315.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification.

28 Providing and laying filter media 600mm. thick directed at the 149.00 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

29 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 341.28

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

30 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 399.69

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

31 Providing and laying in Position FE 500D TMT bar reinforcement 5.470 One 73858.69

including cutting, bending, hooking and tying complete as per MT

detailed drawings for the following (A) Piers (B) Abutments (C)

32 Providing and Fixing in position FE 500D TMT bar reinforcement 8.600 One 73243.01

including cutting, bending and tying complete as per detailed MT

drawaing (A)RCC kerb (B) RCC Footpath (C) RCC App. Slab (D)

33 Construction of Precast R.C.C. railing of M 30 grade concrete 190.00 One 2063.43

having 2-tire (Row) of hand rail dimension as shown on detail Rmt.

drawing and vertical posts such as c/c spacing between vertical

posts not to exceed 2.0m including necessary TMT steel,

formwork, painting with weateherproof paint, supplying of all

materail, labour etc. complete as per instruction of Engineer-in-

34 Providing 20/12mm thick Pre moulded asphlat filler joint as per 249.80 One 765.44

35 Providing G.I. 100mm. Diameter water spouts including necessary 8.00 One 536.02

iron gratings as per drawings. No

36 Providing PVC 100mm. Diameter water spouts including 72.00 One 159.36

necessary iron gratings as per drawings. No

37 Providing flood gauge marks on sub structure as per design 3.20 One 160.06

including painting complete Sqm

38 Filling available excavated earth (excluding rock ) in trenches 2175.20 One 137.47

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

39 Dismantling the existing structure including removing and 78.00 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

40 Diversion: Providing temporary diversion suitable for traffic 180.00 One 2531.06

during the construction period of the C.D. Structure work by Rmt.

levelling existing ground and constructiong suitable compacted

embankment, road surface with providing, laying & consolidation

of 200 mm 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-Charge.

41 Providing and filling in foundation with ordinary cement concrete 323.30 One 3732.29

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

42 Providing parapet of ordinary cement concrete M-200 as per 29.00 One 1089.66

detailed drawing with necessary reinforcement including, Rmt.

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

43 Providing and casting in situ controlled cement concrete M-25 for 473.60 One 5352.76

R.C.C. Wall / Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers

(2)Abutment (3) RCC return

44 Providing and casting in situ controlled cement concrete M-30 for 19.20 One 4992.64

kerbs/Kerb blocks including formwork,curing and finishing Cum

45 Providing and laying in position FE 550 D TMT bar reinforcement 2.40 One 81154.93

including including providing fusion bonded Epoxy coating not MT

less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns / Walls/

Caps/ Copings etc.

46 Providing and placing in position FE 500D TMT bar reinforcement 110.00 One 80539.25

including providing fusion bonded Epoxy coating not less than MT

175 micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ ASTM-775 M including testing of coating at

plant and all taxes including testing of coating at plant and all

taxes including cutting, bending, hooking, and tying complete as

per detailed drawing.(A) Solid Slab. / App slab / Wearing Coat

47 W": Metal Beam Crash Barrier Providing and erecting a "W" metal 76.00 One 3723.46

beam crash barrier comprising of 3mm thick corrugated sheet Rmt.

metal beam rail, 70cm above road/ground level, fixed on ISMC

series channel vertical post, 150x75x5mm spaced 2m centre to

centre, 1.8m high, 1.1m below ground/road level, all steel parts

and fitments to be galvanised by hot dip process, all fittings to

confirm 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.

48 Numbering the CD work with approved paint including all 2.00 One 58.80

materials for painting etc. complete. No

49 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67-1977 Pretrated with phospheting

process & acid atching : coated with one coat of apoxy primer and

two coats of best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications. 3.1mt. lomg

stand post & frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of symbols for

each board shall be as per the instruction of the engineer in charge.

The fixing at site shall be in C.C. 1:2:4 block of size 45x45x60 cms

for each leg, incl. excavation,curing etc. comp.under the

supervision of Engineer - in charge.(A) Engineer Grade

50 Informatory Signs:-Providing and fixing sing boards made out of 3.00 One 3856.90

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design No

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

51 Hazard Marker sign : 2.00 One 2423.74

Providing and Fixing sign boards made out of 2mm aluminum No

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. (A) Engineer grade

52 Providing temporary all weather and fair weather diversion 292.00 One 1762.90

suitable for traffic during the construction period of the bridge Rmt.

/slab drain / Causeway / HPD etc. including all safety measures

for traffic etc.

Three Crore Forty Three Lakh Sixty Two Thousand Nine Hundred Seventy Two Rupees And Sixty Paisa.

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be written in

* 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 347945.56 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

Mahuva Bhavnagar