MMGSY

BILL OF QUANTITIES

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

No. of Specification) Figures

1 WBM Grading 1 Providing, laying, spreading and compacting 121.90 One 1600.72

stone aggregates of 90 to 45 mm 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

2 WBM Grading 2 (By Manual Means) Providing, laying, spreading 249.20 One 1416.69

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)

3 Rolling of earthwork in layers with power roller including filling 1179.10 One 23.17

in depression which occur during the process and watering of Cum

earth work as directed.

4 Earth work for embankment including breaking clods, dressing 497.00 One 161.67

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

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

5 Excavation for foundation upto 1.5 m depth including sorting out 710.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

6 Excavation for foundation upto 1.5m depth including sorting out 477.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

7 Excavation for foundation in sand, gravel, clay soft soils and 1733.80 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

8 Excavation of foundation in hard murrum and boulders and very 51.90 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 196.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

10 Providing and laying rubble for apron (Each stone weighting not 280.30 One 1092.52

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

with quarry spalls.

11 Providing and casting in situ ordinary cement concrete M-150 mix 1800.50 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

12 Providing and filling in foundation with ordinary cement concrete 405.10 One 3362.25

M-10 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

13 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 182.90 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

14 Providing parapet of ordinary cement concrete M-200 as per 22.90 One 1089.66

detailed drawing with necessary reinforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

15 Providing and casting in situ controlled cement concrete M-30 for 67.40 One 5683.95

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

16 Providing and casting in situ controlled cement concrete M-20 for 485.90 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

17 Providing and casting in situ Controlled Cement Concrete M-25 110.70 One 4745.95

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

laying, vibrating ramming of curing complete.

18 Providing and casting in situ Contolled Cement concrete M 20 24.40 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.

19 Providing and casting in situ Controlled cement concrete M 25 for 190.60 One 5385.18

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

finishing complete.

20 Providing and casting in situ Contolled cement concrete- M-20 for 283.60 One 5320.25

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

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

joints with bitumen complete.

21 Providing and casting in situ Contolled cement concrete- M-20 28.30 One 5178.40

for Approach slab including formwork, curing and finishing Cum

22 Providing and casting in situ Controlled cement concrete M 25 16.10 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

23 Providing and casting in situ Controlled cement concrete- M-20 6.51 One 4886.92

Kerb/Kerb blocks including formwork,curing and finishing Cum

24 Providing and laying weep hole in Abutments and returns by 257.00 One 62.93

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

jointing the complete as per detailed specification

25 Providing and laying weep hole in Aburtments, and returns by 221.00 One 355.52

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

jointing the complete as per detailed specification

26 Providing and laying filter media 600mm. thick directed at the 164.30 One 1268.86

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

specifications.

27 Providing and fixing in position Mild steel dowel bars in pier cap 18.00 One 341.29

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

drawings including cutting bending and welding complete.

28 Providing and fixing in position Mild steel dowel bars in pier cap 18.00 One 399.70

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

drawings including cutting bending and welding complete.

29 Providing and laying in Position FE 500D TMT bar reinforcement 16.770 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.

30 Providing and Fixing in position FE 500D TMT bar reinforcement 23.060 One 73243.02

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 Solid & App. Slab (D)

31 Providing & Fixing of Precast R.C.C. railing of M 30 grade 101.00 One 1897.41

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

detail drawing and vertical posts not to exceed 2.0m including

necessary TMT steel, formwork, painting with weateherproof

paint, supoplying of all materail, labour etc. complete as per

instruction of Engineer-in-chargee.

32 Providing 12/ 20 Thick Pre-moulded asphalt filler joints as per 116.50 One 730.76

33 Providing PVC 100mm. Diameter water spouts including 42.00 One 159.37

necessary iron gratings as per drawings. No

34 Providing flood gauge marks on sub structure as per design 7.00 One 160.06

including painting complete Sqm

35 Filling available excavated earth (excluding rock ) in trenches 2312.90 One 137.47

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

depth consolidating each deposited layer by ramming and

36 Supplying and fixing reinforced concrete heavy duty nonpressure 90.00 One 3469.25

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. Dia

37 Supplying and fixing reinforced concrete heavy duty nonpressure 45.00 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

38 Dismantling the existing structure including removing and 212.00 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

39 Dismantling the existing structure including removing and 709.30 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

40 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 77.50 One 78.49

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

lead and lift (for any dia of pipe)

41 Removing all types of Hume pipes and stacking within a lead of 22.50 One 399.13

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause 202.(B) Above 600 mm to

42 Diversion: Providing temporary diversion suitable for traffic 100.00 One 2287.65

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.

43 Providing and filling in foundation with ordinary cement concrete 115.40 One 3715.62

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

44 Providing and casting in situ controlled cement concrete M-150 for 22.60 One 4389.61

various thick Wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

45 Providing and casting in situ Controlled Cement Concrete M-200 48.80 One 4640.23

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

laying, vibrating ramming of curing complete.

46 Providing and casting in situ controlled cement concrete M-25 for 98.70 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

47 Providing and casting in situ controlled cement concrete M-30 mix 4.90 One 4992.64

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

48 Providing and placing in position FE 500D TMT bar reinforcement 26.60 One 73243.02

including testing of coating at plant and all taxes including MT

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

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

49 Providing and fixing "W" type metal beam crash safety barrier 70.10 One 3201.70

comprising of single row 3 mm thick galvenized sheet to be fixed Rmt.

on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel vertical

post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including

necessary foundation, fittings with bolts, painting and Readiam

patta and required all process as per specification and as per

50 W Metal BEam Crash Barrier : Providing and erecting a "W" metal 13.00 One 3723.46

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

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

channel vertical post, 150x75x5mm spaced 2m c/c , 1.8 m high,

m 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 spacer

of channel section 150x75x5mm, 330mm long complete. (As per

MORTH Specification caluse 810)

51 Providing G.I. 100mm. Diameter water spouts including necessary 4.00 One 536.02

iron gratings as per drawings. No

52 Providing and fixing Flood guage post mark of 'C' angle size 12.00 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.

53 Informatory Signs:-Providing and fixing sing boards made out of 14.00 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

54 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

55 Providing temporary all weather and fair weather diversion 355.00 One 2164.63

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

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

for traffic etc

56 Providing temporary all weather and fair weather diversion 60.00 One 1249.77

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

/Slab drain including providing necessary drains and all safety

measures including Earth Work, Quarry Spall.WBM,Guard Stne,

red lamps, signals at night for traffic etc. complete

Two Crore Seventy Nine Lakh Sixty Two Thousand Six Hundred Ninety Eight Rupees And Two 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 270530.35 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

Vallabhipur Bhavnagar