Construction of Slab Drain on Kumbhani Approach Road Ch.1/000 to 1/200 at Ta. Chhotaudepur, Dist. Chhotaudepur

Name of Work: Construction of Slab Drain on Kumbhani Approach Road Ch.1/000 to 1/200 at

Ta. Chhotaudepur, Dist. Chhotaudepur

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. 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 excavated stuff as 492.00 Cum 625.88

2 Excavation in large boulders and soft rock by welding including shoring,

strutting dewatering as necessary and sisposing of the excavated stuff 819.00 Cum 733.62

3 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C.

Raft and cut-off walls including necessary shuttering laying, vibrating, 64.00 Cum 3666.43

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 without V-Groves.(A) 666.00 Cum 5188.39

Height from 0.0 M. to 5.0 M. ( more than 10 ton ).

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 102.00 Rmt 1534.19

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

6 Providing and placing in position FE 550D bar reinforcement for

following items including cutting bending hooking and tying complete 4.00 M.T. 73858.70

as per detailed drawing.For well :- curb, 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 10.00 M.T. 73858.69

drawings for the following.(A) Piers (B) Abutments (C) R.C.C. Returns

8 Providing and placing in position FE 550D TMT bar reinforcement

including cutting, bending, hooking, and tying complete as per detailed 34.00 M.T. 73243.02

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. Approch slab.(D) Wearing 6.00 M.T. 73243.02

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 drawings, centering, shuttering, scaffolding, 35.80 Cum 5267.78

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 36.00 Nos. 399.70

including cutting bending and welding complete.

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 36.00 Nos. 341.29

including cutting bending and welding complete.

13 Providing and casting in situ controlled cement concrete M-300 for

R.C.C solid slab including centering scaffolding curing and finishing 302.40 Cu.M. 5795.18

complete. (more than 10 ton)

14 Providing 12 mm thick pre-moulded asphalt filler joints as per drawings. 42.00 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 joints with bitumen complete. 48.00 Cu.M. 5578.77

(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 specifications. (more 665.40 Sq.M. 1268.86

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 666.00 Nos. 88.76

complete as per detailed specification

18 Providing G.I 100 mm diameter water spouts including necessary iron

gratings as per drawings. (more than 10 ton) 16.00 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 layer by ramming and 1151.00 Cu.M. 137.47

20 Providing masonary steps with cement pointing on approaches as

directed. (more than 10 ton). 30.00 Nos. 235.99

21 Providing and fixing marble slab including engraving and painting

complete. (A) size 75 cm x 60 cm x 4 cm 2.00 Each 1012.64

22 Providing and casting in situ controlled cement concrete concrete M-

250 for approach slab including formwork curing and finishing 31.00 Cu.mt 5119.76

23 Providing flood flood gauge marks on substructure as pe design

including painting complete' 5.60 Rmt 166.90

24 Providing and filling trenches of excavation in rocky strata with ordinary

cement concrete M-100 (more than 10 ton) 108.00 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 grouting the holes complete as per

detailed drawing and as directed

26 Providing fusion bonded Epoxy coating 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 (A) 35.00 MT 10162.62

10mm to 16mm dia bar

27 Providing fusion bonded Epoxy coating 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 (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 158.02 Cum. 1051.41

complete as per drawing and Technical specifications

29 Providing and laying Filter material underneath Pitching in slopes

complete as per drawing and Technical specifications 47.41 Cum. 877.69

30 Excavation for foundation upto all depth including sorting out and

stacking of useful materials and disposing of the excavated stuff upto 521.00 Cumt 259.93

all lead (A) Dense and Hard soil

31 providing and filling in foundation with ordinary cement concrete M-

100 mix and providing necessary vertical pin headers including form 62.00 Cumt 3341.41

work ,vibrating , ramming and curing complete . (More than 10 ton)

32 Provading & casting in situ ordinary cement concrete M 150 mix and

providing necessary pinheaders including , shuttering scaffolding laying

vibrating and finishing without V-Grooves. (A) Heigth from 0.0 m to 745.00 Cumt 3917.75

5.0m for head wall of causeway

33 Providing and laying in position FE 500D TMT bar reinforcement

including cutting, bending, hooking and tying complete as per detailed 1.00 MT 73858.69

drawings for the following.(A) Piers (B) Abutments(C) R.C.C. Returns

34 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in

C.M.1:2 watering and laying (To level of slopes of I.S.458/1971 20.00 Rmt. 6621.26

ClassNP4 of following internal diameter. (iv) 1200 mm dia.

35 Earthwork 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 938.70 Cumt 167.40

depression which occur during the process using power roller 8T to

10T.(B) From Borrow area within 0.5KM. lead

36 Earthwork in cuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where directed

within 200meters from the end of the cutting with all required lead and 641.50 Cumt 137.33

37 Clearing and grubbing road land including uprooting rank vegetation

grass, bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) 0.60 Hecter 28455.10

By mechanical means in area of light jungle

38 Box cutting the road surface to proper slope and camber for making a

basefor road work including removing the excavated stuff and 2390.00 Cumt 93.44

depositing on theroad side slope as directed upto 50Mt.lead.

39 Providing laying and Spreading Granular sub-base (Grade I) by providing

close graded MCBT material in single layer with motor grader on

prepared surface, mixing by mix in place method with rotovator at OMC 711.00 Cumt 884.76

and compacted with vibratory roller 80 to 110KN static weight to

achieve desier density etc completed.

40 Providing and laying compacted WBM of Grading-I MCBT metal of size

63 mm to 45 mm in required layers including using 16% stone screening

13.2mm size and 8% stone dust as filler including spreading watering & 558.00 Cumt 1315.02

consolidation by vibratory roller etc. as per MoRTH

41 Providing and laying compacted WBM of Grading - II MCBT metal of size

53 to 22.4 mm in required layers including using 24% stone screening

11.2 mm size and 8% stone dust as filler including spreading watering & 529.00 Cumt 1383.70

consolidation by vibratory roller etc. as per MoRTH Specification

compelete as directed by Engineer - in - Charge.

42 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 consolidation by roller of 8 to 10 tonnes including 296.00 MT 2838.10

cost of all materials,Asphalt,aggregates, labour Charges,royalty charges

etc.completed as directed. including flushing key aggregate @0.13

43 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 207.00 MT 3537.02

including 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 specification.

44 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 107.00 MT 4438.95

paver finisher & consolidation with power roller including providing

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

machinery etc, complete.

45 Providing and laying Compacted of Specified quarry Spall inside

shoulder including carraige of material and spreading on prepared base 178.00 Cumt 547.42

including compacting as per MOST Specification etc... complete.

46 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4

including necessary reinforcement as per I.R.C. type design inC.C. 1:4:8 2.00 Nos. 704.34

including painting, lettering etc. complete (For O.D. road V.R.)

47 Providing and fixing hectometer as per I.R.C type design including

painting, lettering etc. complete. (I) Fixing in CC 1:5:10 9.00 Nos. 356.50

48 Providing and fixing guard stone as per I.R.C type design including white

washing etc. complete. (I) Fixing in CC 1:5:10 6.00 Nos. 350.80

49 Citizen's information Board - Providing and fixing of typical Information

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

750 mm size fixed at top & bottom duly welded with MS angles of 25 x

25 x 5 mm thick M.S plate shall be welded by two vertical M.S flats &

four horizontal M.S flates 5 mm thick to75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete M-15 grade 2.00 No. 23812.77

blocks of 600 mm x 600 mm x 750 mm, below ground level. Painting

New letters & figure of any shade with ready mixed synthetic enample

paint of superior quality in required shade and colour, All sections of

framed posts and steel tube wil be painted with primer and two coats

of epoxy paints as per drawing .

50 Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge &

board plate size (900 x 250 mm) 16 gauge thick M.S plate and

meter deep length single angle 75 x 75 x 6 mm size including fitting and 2.00 Nos. 4929.81

painting lettering with luminous colour as per drawing etc.

51 Providing and fixing Junction board of M.S. plates and angles as per

standard I.R.C. design of size 150 Cm x 120 Cm including fixing in C.C.

1:4:8 with necessary excavation painting figuring and lettering a on 5.00 Nos. 5236.70

board etc complete as directed.

52 Supplying and fixing road sign board of M.S.plates and angle iron

including painting, lettering etc. complete including fixing in C.C. 1:4:8

with necessary excavation etc. Complete as per I.R.C. type design. (ii) 16.00 Nos. 3072.99

Reflective type

53 Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm 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/center line/ edge line/cut patta. The white color marking 196.00 Smt 367.72

should provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt 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 the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

54 Village name sign :-Providing and fixing sing boards made out of 2 mm

aluminium sheet; size 90 x 60 cms. rectangle as as per the 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 refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per IRC-30-1968,

m long (2nos) stand post and frame fabricated from suitable size iron 5.00 Nos. 5045.36

angle of 50 x 50 x 5 mm painted with best quality epoxy coatings in

black and white bends. the details of symbol or inscription / numerals

for each board shall be as per the instruction of engineer incharge.The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each

leg. including excavation curing etc. complete under the supervision of

engineer incharge. (A) Engineer Grade..............................

55 Hazard Marker Sign :-Providing and fixing sing boards made out of

mm aluminium sheet; size 90 x 30 cms. rectangle as as per the design /

drawing attached (IRC) pretreated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1 m long stand post and frame 3.00 Nos. 2423.74

fabricated from suitable size iron angle of 35 x 35 x 3 mm & 50 x 50 x

mm painted with best quality epoxy coatings. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade .....................

56 Chevron sign:- Providing and fixing sign boards made out of 1.5 mm

aluminium sheet / 3 mm ACP (Aluminum composite Panel); size 60 x

cm 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 refiectives heeting of Type-4 as per

ASTMD-4956 and latest M.O.S.T. Specifications; 3.3mtr long stand post

of Iron Angle 75 x 75 x 6 mm / 65 NB Circular MS Pipe as required and

frame fabricated fromsuitable size iron angle of 35 x 35 x 3 mm;

painted with best quality epoxy coatings in black and white bends. the 10.00 Nos. 3711.75

details of symbol or inscription / numerials for each board shall be as

per the instruction of engineer incharge. The fixing at site shall be

in1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc. complete under the supervision of engineer

incharge. Awarranty 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. (A) Class-B Type-4 Retro Reflective sheeting

57 Cat Eye / Road Stud / RPM: Supplying of 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

Hand complying to Specifications of Category A of MORTH Circular 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 89.00 Nos. 217.40

minimum reflective area of 13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree.The body of the marker should having

finger grip for easy and accurate placement and application with epoxy

/ bituminous Adhesive as recommended by the manufacturer of the

marker. The colour of the marker should be as per the IRC35-2015 and

as directed by Engineer-in-charge.

58 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, 70cm above road/ground level, fixed on ISMC

series channel vertical post, 150x75x5 mm spaced 2m centreto centre,

1.8m high, 1.1m below ground/road level, all steel parts and fitments to

be galvanised by hot dipprocess, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post with a spacer of 130.00 Rmt 3496.62

channel section 150x75x5mm, 330 mm long complete as per clause

including necessary excavation of Post, providing Levelling course M-10

(Size0.65x0.65x0.10m) & foundation concrete in M-200 (Size

0.5x0.5x0.15 + 0.3x0.3x0.70) as per requirement and instruction from

engineer in charge.

59 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M.

1:2 watering and laying (To level of slops of I.S.458 /1971 Class NP4 of

following internal diameter. (i) 300 mm dia.

In Words: Rupees Two Crore Twenty-Three Lakh Fifty-Nine Thousand Seven Hundred Three and Forty-Five Paise Only.

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. 0 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades of Cement Concrete & Asphalt at his own cost

before execution as directed and to be approved from the engineer in charge.

Deputy Executive Engineer Executive Engineer

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

Chhotaudepur Chhotaudepur