MMGSYYear(2024-25),Construction of Slab Drain on Bhakhra Approach road, Ta:Vijaynagar ,Dist:Sabarkan tha

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

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

strutting dewatering as necessary and sisposing of the excavated stuff 1489.00 Cum 717.23

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, 131.00 Cum 3737.47

ramming and curing complete.

4 Providing & casting in situ ordinary cement concrete M-200 mix and

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing complete without V-Groves.(A)

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,

whitewashed both side, keyed to the structure on which it is built and 162.00 Rmt 1693.77

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. (bottom width 450mm, and total

height 1.1m above RL)

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, 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 (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 37.00 M.T. 84201.41

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 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 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 54.00 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 54.00 Nos. 341.29

including cutting bending and welding complete.

13 Providing and casting in situ controlled cement concrete M-250 for

R.C.C solid slab including centering scaffolding curing and finishing 431.00 Cu.M. 5397.06

complete. (more than 10 ton)

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

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.

(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 72.00 Sq.M. 1238.93

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 73.00 Nos. 86.72

complete as per detailed specification

18 Providing PVC 100 mm diameter water spouts including necessary iron

gratings as per drawings. (more than 10 ton)

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 watering.

20 Providing masonary steps with cement pointing on approaches as

directed. (more than 10 ton).

21 Providing and fixing marble slab including engraving and painting

complete. 2.00 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 and finishing 31.00 Cu.mt 5197.70

23 Providing flood flood gauge marks on substructure as pe design

including painting complete'

24 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

25 Providing and laying Pitching on slopes laid over prepared filter media

including boulder apron laid dry in front of toe of embankment 128.37 Cum. 1051.41

complete as per drawing and Technical specifications

26 Providing and laying Filter material underneath Pitching in slopes

complete as per drawing and Technical specifications

27 White washing with lime on wall surface (two coats) to give an even

shade including thoroughly booming the surface to remove all dirt, 362.80 Sq.M. 12.72

dust; mortar drops and other foreign matter.

28 Dismentaling the existing structure including removing and staking the

dismentelled material as and where directed (A) RCC Work

29 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 unserviceable material. (C) By 0.12 Ha 28455.08

Mechanical means in area of light jungle.

30 Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed upto

Meters from the end of cutting with all lead and lift.(ii) Soft rock not

requiring blasting.

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 785.00 Cum 160.14

depressing, which occurs during the process using power roller of

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 26.5 mm@ 35 percent, 26.5 mm to 4.75 mm

@ 45 percent, 2.36 mm below @ 20 percent) including spreading in

uniform layer 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 61.80 Cum 3345.58

formwork, vibrating, ramming and curing complete.

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 construction joint including filling

asphalt filler joint as per instruction of Engineer in charge

35 Supplying, stacking & spreading Hard murrum on road side for hard side

shoulder of work as per specification including rolling & watering 12.00 Cum 772.65

36 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 requirement and instructed

37 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 2.00 No. 3856.90

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)

38 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 75 x 6mm as 2.00 No. 3379.54

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 Grade...........................

39 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 53.00 Sqm 367.72

should 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.

40 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 each side and andd slope 131.00 No. 217.40

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.

41 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,

m high, 1.1 m below ground/road level, all steel parts and fitments to 20.00 Rmt. 3344.11

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

42 Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil

SOR. /It.No.04001B Pg. No.

43 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 173.60 Cum 3921.83

5.0m for head wall of causeway

44 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. Approch slab.(D) Wearing Coat.

In Words: Two Crore Eleven Lakh Three Thousand One Hundred Eighteen and Fifty 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. 1061362.54 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.

Deputy Executive Engineer Executive Engineer

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

Vijaynagar Himmatnagar