MMGSY

BILL OF QUANTITIES

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

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.13 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 Earthwork for embankment including breaking clods, dressing 134.00 One 173.31

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area with necessary lead

3 WBM Grading 1 Providing, laying, spreading and compacting 157.60 One 1744.28

stone aggregates of 45 to 90mm sizes with average lead 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/bindingmaterials to fill-up the

interstices of coarse aggregate, wateringand compacting to the

required density grading I as per TechnicalSpecification Clause

405. By Manual Means

4 WBM Grading 2 (By Manual Means) Providing, laying, spreading 111.60 One 1337.06

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 density (As per Technical Specification Clause 404)

5 Rolling of earthwork in layers with power roller including filling 867.80 One 23.17

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

work as directed

6 Rolling and Watering of earthwork in layers with vibratory roller 134.00 One 23.18

including filling in depression which occur during the process as Cum

7 Earth work for embankment including breaking clods, dressing 448.80 One 161.67

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

From borrow area with 1.0 Km lead and should have CBR not

less than 6.00%)

8 Excavation for foundation upto 1.5 m depth including sorting 665.00 One 259.93

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 mtr lead. Dense or hard soil.

9 Excavation for foundation upto 1.5m depth including sorting out 399.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

10 Excavation for foundation in sand, gravel, clay soft soils and 1438.00 One 523.28

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

3.00mt and lead upto 100m

11 Excavation of foundation in hard murrum and boulders and very 244.80 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.

12 Excavation in large boulders and soft rock by wedging including 1238.10 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

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

No. book of Specification) Figures

13 Excavation in hard rock by dry-wet blasting and chiseling 474.60 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 prohibited.

14 Providing and fixing Mild steel dowel bar of minimum 32mm 375.60 One 450.07

dia. 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.

15 Providing and laying rubble for apron (Each stone weighting not 218.10 One 1092.51

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

with quarry spalls.

16 Providing and casting in situ ordinary cement concrete M-15 mix 1759.50 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

17 Providing and filling in foundation with ordinary cement 410.10 One 3362.25

concrete M-10 mix and providing necessary vertical pin headers Cum

incl. Formwork, vibrating, ramming and curing complete.

18 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 247.10 One 4308.34

and providing pin headers including shuttering scafolding, Cum

laying, vibrating, curring and finishing complete without V-

grooves (A) Height from 0.0 M to 5.0 M

19 Providing and casting in situ controlled cement concrete M-30 for 173.90 One 5611.88

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

20 Providing and casting in situ controlled cement concrete M-20 for 1221.60 One 5247.04

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering 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

21 Providing and casting in situ Controlled Cement Concrete M-25 160.80 One 4745.95

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

laying, vibrating ramming of curing complete.

22 Providing and casting in situ Contolled Cement concrete M 200 17.50 One 5327.23

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

including controlled cement concrete M 25 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

23 Providing and casting in situ Controlled cement concrete M 25 58.00 One 5432.96

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

including controlled cement concrete M 30 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

24 Providing and casting in situ Controlled cement concrete M 25 for 427.70 One 5294.73

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

finishing complete.

25 Providing and casting in situ Contolled cement concrete- M-20 121.10 One 5320.24

for avarage 75 / 150 mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

26 Providing and casting in situ Contolled cement concrete- M-200 14.60 One 5178.40

for Approach slab including formwork, curing and finishing Cum

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

No. book of Specification) Figures

27 Providing and casting in situ Controlled cement concrete M 25 52.90 One 5284.13

mix for Approach slab including formwork, curing and finishing Cum

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

Kerb/Kerb blocks including formwork,curing and finishing Cum

29 Providing and laying Weep Hole in Abutments and returns by 266.00 One 62.93

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

jointing the complete as per detailed specification

30 Providing and laying weep hole in Aburtments, and returns by 272.00 One 355.52

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

jointing the complete as per detailed specification

31 Providing and laying filter media 600mm. thick directed at the 254.60 One 1268.86

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

specifications.

32 Providing and fixing in position Mild steel dowel bars in pier cap 60.00 One 341.29

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

drawings including cutting bending and welding complete.

33 Providing and fixing in position Mild steel dowel bars in pier cap 60.00 One 399.70

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

drawings including cutting bending and welding complete.

34 Providing and laying in Position FE 500D TMT bar reinforcement 11.590 One 73858.69

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

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

R.C.C. Returns / Walls / Caps/ Copings etc.

35 Providing and Fixing in position FE 500D TMT bar reinforcement 8.960 One 73243.01

including (testing of coating at plant and all taxes) cutting, MT

bending, hooking, and tying complete as per detailed drawaing

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

36 Construction of Precast R.C.C. railing of M 30 grade concrete 220.00 One 2123.35

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

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-chargee.

37 Providing and filling Pre moulded Asphlat Joint Filler 20/12mm. 134.20 One 712.40

Size as directed by Engineer in charge. Sqm

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

necessary iron gratings as per drawings. No

39 Providing PVC 100mm. Diameter water spouts including 72.00 One 159.37

necessary iron gratings as per drawings. No

40 Providing flood gauge marks on sub structure as per design 3.60 One 160.06

including painting complete Rmt.

41 Filling available excavated earth (excluding rock ) in trenches 2757.90 One 137.47

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

depth consolidating each deposited layer by ramming and

42 Supplying and fixing reinforced concrete heavy duty nonpressure 15.00 One 3498.72

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)900mm.

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

No. book of Specification) Figures

43 Supplying and fixing reinforced concrete heavy duty nonpressure 105.00 One 5560.00

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)1200mm. Dia

44 Dismantling the existing structure including removing and 128.00 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

45 Dismantling the existing structure including removing and 452.10 One 940.89

stacking the dismantled materials as and where directed. RCC Cum

46 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 45.00 One 76.67

with fitting and clamps including stacking the materials with all Rmt.

lead and lift (for any dia of pipe)

47 Diversion: Providing temporary diversion suitable for traffic 80.00 One 1707.91

during the construction period of the C.D. Structure / Bridge / Rmt.

Box Structure work by 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.

48 Providing and filling trenches in foundation in rocky strata with 290.00 One 3304.10

ordinary cement concrete M-10 Cum

49 Providing and filling in foundation with ordinary cement 112.10 One 3732.29

concrete M-15 mix and providing necessary pin headers Cum

including formwork vibrating, rammering and curing complete

50 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

51 Providing and casting in situ controlled cement concrete M-20 for 98.20 One 5574.64

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A)

Height from 5.0 M. to 10.0 M (1) Piers (2)Abutment (3) RCC

52 Providing and casting - in - situ controlled cement concrete DMC 593.50 One 5247.04

M-20 for mass concrete for foundation below Piers, Abutments & Cum

Square Return including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete as per

53 Providing and casting in situ controlled cement concrete M-25 for 130.00 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/

R.C.C. Walls (2)Abutment (3) RCC return

54 Providing and casting in situ Controlled cement concrete- M-25 14.40 One 4992.64

Kerb/Kerb blocks including formwork,curing and finishing Cum

55 Providing and casting in situ controlled cement concrete M-30 6.30 One 4992.64

mix for kerbs/Kerb blocks including formwork,curing and Cum

finishing complete.

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

No. book of Specification) Figures

56 Providing and laying in position FE 500 D TMT bar reinforcement 14.20 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.

57 Providing and placing in position FE 500/550 D TMT bar 27.57 One 80539.26

reinforcement including providing fusion bonded Epoxy coating MT

not 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 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

58 Providing and placing in position FE 500D TMT bar 34.90 One 73243.02

reinforcement including testing of coating at plant and all taxes MT

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

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

59 W": Metal Beam Crash Barrier Providing and erecting a "W" metal 63.00 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.

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

materials for painting etc. complete. No

61 Providing and fixing Flood guage post mark of 'C' angle size 2.00 One 1144.33

100mm x 50mm x 6mm thick of length 2.00 Mt. height fixed in No

head wall 0.50 mt. and 1.50mt. Out side with painting and

lettering with radium color as directed.

62 Supplying & laying of bi-axial extruded high modulus 581.30 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

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

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

No. book of Specification) Figures

63 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

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

2mm aluminium sheet; size 90 x 60cms. rectangle as per the No

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

65 Hazard Marker sign : 4.00 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

66 Providing temporary diversion suitable for traffic during the 150.00 One 2500.76

construction period of the Bridge/Box Structure work by Rmt.

levelling existing ground and constructiong suitable compacted

embankment, all weather road surface with providing, laying &

consolidation of 200 mm WBM in layers in 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-

67 Providing temporary all weather and fair weather diversion 190.00 One 1997.64

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

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

for traffic etc.

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

No. book of Specification) Figures

Four Crore Twenty Three Lakh Sixteen Thousand Thirty Two Rupees And Forty Paisa.

I \ We am \ are willing to carry out the work at ……………………… % above \ below 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 447357.76 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