Resurfacing & Strengthing Lavakoi Damni Amba Road Km. 0/0 to 10/280, Ta. Naswadi Dist. Chhotaudepur

Name of Work:- Resurfacing & Strengthing Lavakoi Damni Amba Road Km. 0/0 to

10/280, Ta. Naswadi, Dist. Chhotaudepur

BILL OF QUANTITIES

Ite Description of Item (with brief specification and reference to

Quantity Unit Rate Amount

m book of specifications)

1 Excavation for foundation in hard murrum and boulders and

very stiff or sticky, clays and other similar strata including

shoring, strutting dewatering as necessary and sisposing of the 1988.00 Cum 625.88

excavated stuff as directed.

2 Excavation in large boulders and soft rock by welding

including shoring, strutting dewatering as necessary and 3009.00 Cum 733.62

sisposing of the excavated stuff as directed.

3 Providing and casting in situ Ordinary cement concrete M-150

for R.C.C. Raft and cut-off walls including necessary shuttering 284.00 Cum 3666.43

laying, vibrating, ramming and curing complete.

4 Providing & casting in situ ordinary cement concrete M-250

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete 3732.00 Cum 4393.23

without V-Groves.(A) Height from 0.0 M. to 5.0 M. ( more

5 Provision of an Reinforced cement concrete crash barrier at

the edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe-550D

reinforcement with epoxy coating conforming to IRC:21 and

dowel bars 25 mm dia, 450 mm long at expansion joints filled

with pre-moulded asphalt filler board, keyed to the structure

on which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as

specified as per drawing attached.

6 Providing and placing in position FE 550D bar reinforcement

for following items including cutting bending hooking and

tying complete as per detailed drawing.For well :- curb, 10.09 M.T. 73858.69

staining, cap and RCC Raft.

7 Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers 95.67 M.T. 73858.69

(B) Abutments (C) R.C.C. Returns

8 Providing and placing in position FE 550D TMT bar

reinforcement including cutting, bending, hooking, and tying 66.07 M.T. 73243.02

complete as per detailed drawing.(A) Solid Slab.

9 Providing and fixing in position FE 550D TMT bar reinforement

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. 23.12 M.T. 73243.02

Approch slab.(D) Wearing Coat.

10 Providing and Casting in situ controlled Cement Concrete M-

250 for R.C.C work in pier cap, abutment cap and dirt wall

including controlled cement concrete M-250 bed blocks or

pedstals of required size below bearings as per detailed 126.60 Cum 5267.78

drawings, centering, shuttering, scaffolding, wherever

necessary, laying virrating, curing and finishing

complete.(more than 10 ton)

11 Providing and fixing in position mild steel dowel bars in pier

caps or abutments caps for anchorage in free end as per

detailed drawings including cutting bending and welding 99.00 Nos. 399.70

12 Providing and fixing in position mild steel dowel bars in pier

caps or abutments caps for anchorage in fix end as per

detailed drawings including cutting bending and welding 99.00 Nos. 341.29

13 Providing and casting in situ controlled cement concrete M-

300 for R.C.C solid slab including centering scaffolding curing 1007.20 Cu.M. 5724.30

and finishing complete. (more than 10 ton)

14 Providing 12 mm thick pre-moulded asphalt filler joints as per

drawings. 161.20 Sq.M. 703.53

15 Providing and casting in situ ordinary cement concrete M-400

for average 100mm thick wearing coat laid as directed

including tamping, vibrating, finishing curing and filling in 335.00 Cu.M. 5578.77

joints with bitumen complete. (more than 10 ton)

16 Providing and laying filter media 600MM thick directed at the

back of abutments, returns and wing walls as per detailed 3741.00 Sq.M. 1268.86

specifications. (more than 10 ton)

17 Providing and lauying weep hole in Aburtments, and returns

by using A.C. pipe of 100MM including fixing in proper grade

and jointing the complete as per detailed specification 3754.00 Nos. 88.76

18 Providing G.I 100 mm diameter water spouts including

necessary iron gratings as per drawings. (more than 10 ton) 44.00 Nos. 536.03

19 Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited 4183.40 Cu.M. 137.47

layer by ramming and watering.

20 Providing masonary steps with cement pointing on

approaches as directed. (more than 10 ton). 180.00 Nos. 235.99

21 Providing and fixing marble slab including engraving and

painting complete. 12.00 Each 1012.64

(A) size 75 cm x 60 cm x 4 cm

22 Providing and casting in situ controlled cement concrete

concrete M-250 for approach slab including formwork curing 186.00 Cu.mt 5119.76

and finishing complete.

23 Providing flood flood gauge marks on substructure as pe

design including painting complete' 33.60 Rmt 166.90

24 Providing and filling trenches of excavation in rocky strata with

ordinary cement concrete M-100 (more than 10 ton) 333.00 Cu.M. 3283.27

25 Providing and fixing mild steel dowel bars of minimum 32mm

dia. For anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and 944.00 Rmt 450.07

grouting the holes complete as per detailed drawing and as

26 Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of coating 77.88 MT 10161.97

at plant and all taxes (A) 10mm to 16mm dia bar

27 Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of 33.38 MT 7295.15

coating at plant and all taxes (B) 20mm to 32 mm dia bar

28 Providing and laying Pitching on slopes laid over prepared

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical 734.64 Cum. 1051.41

29 Providing and laying Filter material underneath Pitching in

slopes complete as per drawing and Technical specifications 220.39 Cum. 877.69

30 Clearing and grubbing road land including uprooting trunk

vegetation, grass bushes, shrubs, sapligs and trees girth upto

300 mm removal of stumps of trees cut earlier & disposal of 0.08 Ha 28455.13

unserviceable material. (C) By Mechanical means in area of

31 Earth work for embankment including breaking clods, dressing

with all lead and lift and including watering, rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density, including filling the depressing, which occurs during 62830.00 Cum 163.95

the process using power roller of 8 tonne to 10 tonne all as

per specification.

32 Construction of granular sub-base Gr-I by providing coarse

graded B.T. machine crushed material satisfying MOST

specification of (grading I) using materials (53 mm to

mm@ 35 percent, 26.5 mm to 4.75 mm @ 45 percent,

mm below @ 20 percent) including spreading in uniform layer 192.00 Cum 1275.63

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

33 Providing and filling in foundation with ordinary Cement

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing 382.00 Cum 3341.41

34 Providing and laying contolled cement concret M-30 and

curing complete including compacting with surface mechanical

vibrator, mechanical floater, chanelling formwork, grooving

including providing dowel bar, tai bar, expantion joint and 293.00 Cum 4739.35

construction joint including filling asphalt filler joint as per

instruction of Engineer in charge

35 Providing and fixing in position FE 500D TMT bar reinforement

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. 6.44 MT 73186.15

Approch slab.(D) Wearing Coat.

36 Supplying, stacking & spreading Hard murrum on road side for

hard side shoulder of work as per specification including 36.00 Cum 923.14

rolling & watering complete.

37 Providing Diversion suitable for traffic during the construction

period of the Bridge/ CD work by Levelling Existing Ground and

pipe culvert including road furniture and signages as per 425.00 Rmt. 9606.11

requirement and instructed by E.I.C.

38 Excavation for foundation upto all depth including sorting out

and stacking of useful materials and disposing of the 2952.00 Cumt 259.93

excavated stuff upto all lead (A) Dense and Hard soil

39 Provading & casting in situ ordinary cement concrete M

mix and providing necessary pinheaders including , shuttering

scaffolding laying vibrating and finishing without V-Grooves. 3454.00 Cumt 3917.79

(A) Heigth from 0.0 m to 5.0m for head wall of causeway

40 Dismentaling the existing structure including removing and

staking the dismentelled material as and where directed (A) 1340.00 Cum 952.51

41 Removing all type of hume pipes and stacking within a lead of

1000 metres including earthwork and dismantling of masonry 240.00 RMt 248.36

works. (C ) Above 900 mm

42 Providing and laying rubbles for Apron (Each stone weighing

not less than 40kg) including and packing and filling in the 185.00 Cumt 1092.52

interstices with quarry spall.

43 providing and filling in foundation with ordinary cement

concrete M-150 mix and providing necessary vertical

pinheaders including form work ,vibrating , ramming and 160.00 Cumt 3711.19

curing complete .

44 Providing and casting in situ controlled Cumcement concrete

M - 300 for R.C.C. raft and cut-off walls including necessary

shuttering , laying , vibrating,ramming and curing complete. 171.00 Cumt 4739.35

45 Providing and casting in situ controlled cement concrete M -

300 for R.C.C.return as per drawing including centering,

shuttering, scaffolding where necessary laying, vibrating, 345.00 Cumt 5346.98

curing and finishing complete (A) Height from 0.00 to 5.0 Mt

(1) Piers (2) Abutments (3) R.C.C. Return.

46 Providing and casting in situ ordinary cement concrete M-200

mix and providing necessary pin headers including shuttering

scaffolding , laying, vibrating , curing and finishing complete 35.00 Cumt 4287.51

without V-Grooves. (A) Height from 0.0mt to 5.0 mt. ( Up to

47 Provision of an Reinforced cement concrete crash barrier at

the edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe-500D

reinforcement with epoxy coating conforming to IRC:21 and

dowel bars 25 mm dia, 450 mm long at expansion joints filled

with pre-moulded asphalt filler board, keyed to the structure

on which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as

specified as per drawing attached.

48 Providing and laying evenly priming coat with emulsion

bitumien SS1 (IS8887) at rate of 7.5 Kg / 10 Sq.M. etc 54133.70 Sqm 59.44

complete as directed with all labour and materials

49 Providing and laying Tack coat with Bitumen Emulsion (RS-1)

at the rate of 2.50 Kg / 10 Sq.M.on the prepare bituminous

surface etc complete as directed with all labour and materials 55217.00 Sqmt 35.73

50 Providing & laying Bituminous grout 37.50 mm thick with

asphalt of grade of VG-30 at the rate of 1.99% by weight of

mix for mixing using B.T.Chips of required gradation including

cleaning and heating asphalt premix materials by hot mix

process in proper gradation and laying with paver finisher and 4142.00 MT 2255.33

consolidation by roller of 8 to 10 tonnes including cost of all

materials,Asphalt,aggregates, labour Charges,royalty charges

etc.completed as directed. including flushing key aggregate

@0.13 Cum/10 Sq.m.

51 Providing laying and rolling 25 mm thick open graded

premixed bitumineous carpet with B.T. aggregate as specified

and using bitumen for mixing with agreegate at the rate of

3.36 % i.e 33.60 kg/M.T. of total mix including heating and

mixing in drum mix plant and spreading the same with paver

finisher and consolidation with power roller including 3041.00 MT 2692.66

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of

52 P & L Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips

6mm size & binder grade VG-30 content at the rate of 4.50 %

by total weight of mix . Hot mix laying process is including

heating the asphalt aggregate continuous batching,

transporting the mix and spreading the same by paver finisher 1491.00 MT 3259.27

& consolidation with power roller including providing

necessary fire wood, oil, lubricant, labour charges, higher

charges of machinery etc, complete.

53 Providing And laying controlled cement concrete M-250 for a

concrete pavement made by Trimix System and mixed with

heavy duty floor hardner at the rate of 4.00 Kg./Sqm. including

curing etc. complete over prepared sub base including

providing and fixing centering of MS channels of required

thickness as per required level slope, grade and thickness of 86.00 Cumt 5126.76

concrete road including levelling of placed concrete with

surface vibrators finishing surface with power floter and towel

light bromming on the surface including providing

construction joint 10mm x25 mm by using concrete cutter

machine etc. complete as per direct.

54 Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending,binding and placing in position complete 2145.00 Kg 77.29

upto floor two level

55 Informatory Signs :-Providing and fixing sing boards made out

of 2mm aluminium sheet; size 80 x 60cms. 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..............................

56 Cautionary Warning Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-1977. Pre treated

with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint

;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 15.00 No. 3808.66

75 x 6mm as required; painted with bestquality epoxy coatings

in black andwhite bends. The details of symbol foreach board

shall be as per theinstruction 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) Engineer

57 Road Marking with hot thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot

applied thermoplasic compound 2.5 mm thick including

refectorising glass beads @ 250 gms per sqm area, thickness

of 2.5 mm is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level, uniform and free

from streaks and holes. Zebra patta/bump Patta lane/Centre

line/ edge line/ Cut patta. The White color marking should 4373.00 Sqm 367.72

provide liminance coefficient on cement road shall be min

mcd/m2/lux and Ashphalt road shall be min. 100 mcd/m2/lux

during the service life during the day time. The marking should

meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in section-15 of

IRC-2015 Warrenty For Reflectivity shall be Two Year.

58 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with MIcro prismatic lens

(No Glass bead lens) capable of providing total internal

reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type

H and complying to Specifications of Category A of MORTH

Ci,cular No RW/NH/33023/10-97- DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm, 130 mm

and 130 mm and with minimum reflective area of 13 Sqcm on 9718.00 No. 217.40

each side and andd slope to the base shall be 35 +/-5 degree.

The strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2 mm and height not

less than 30 +/- 2 mm) from the body is ro be a ninimum

value of 500 Kgf: Fixing will be by drilling holes on the road for

the Shanks to go inside, Without nails and using epoxy resin

based adhesive as per manufacrurer's recommendation and

The color of the marker should be as per he IRC 35-201S and

as directed by Engineer-In-charge.

59 Type - A, "W" : Metal Beam Crash Barrier (Providing and

erecting a "W" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground/road level, all steel parts and fitments to be

galvanised 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 150 x 75 x 5 mm, 330 mm

long complete as per clause 811)

60 Providing and Fixing Logo Board of MMGSY diamond siz(600 x

600mm) 16 gauge & board plate size (900 x 250 mm) 16 guage

thick MS Plate and 2.40 meter depp length singangle 75 x 75 x

6 mm size including fitting in CC Block CC 1:2:4, 30 x 30 x 85 2.00 Nos. 6146.86

Cm including necessary excavationpainting, lettering with

luminious colour as per drawing etc.

The amount of dismentalled credit materials shall be deducted from Running Bill.

In Words: Twelve Crore Fifty Seven Lakh Seven Hundred Forty Eight Rupees and Nine Paise.

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 out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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.

5 The amount of dismentalled credit materials at Rs. 3522320 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades his own cost before execution as

directed and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Division

Naswadi Chhotaudepur