MMGSYYear (2024-25),Construction of Proposed Slab Drain on Jusavada Dantod Approach Road, Ta:Vijaynagar, Dist.Sabarkantha

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to

Quantity Unit Rate Amount

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 directed.

2 Excavation in large boulders and soft rock by welding

including shoring, strutting dewatering as necessary and 3874.00 Cum 717.23

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 216.00 Cum 3737.47

laying, vibrating, 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 3991.00 Cum 4291.68

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, paint two coat both

side, keyed to the structure on which it is built and installed as 278.00 Rmt 1693.77

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. (concrete

section shall be as per IRC 5 Fig.2)

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 74.00 M.T. 84201.41

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.

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 106.00 Cum 5346.10

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

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

13 Providing and casting in situ controlled cement concrete M-

250 for R.C.C solid slab including centering scaffolding curing 861.90 Cu.M. 5397.06

and finishing complete. (more than 10 ton)

14 Providing Pre-moulded asphalt filler joints as per drawings.(A)

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 77.20 Sq.M. 1238.93

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

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-300 for approach slab including formwork curing 31.00 Cu.mt 5356.29

and finishing complete.

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 1857.60 Rmt 450.07

grouting the holes complete as per detailed drawing and as

25 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

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 2600.64 Sq.M. 12.72

remove all dirt, dust; mortar drops and other foreign matter.

28 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 0.12 Ha 28455.08

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

29 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

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

per specification.

30 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

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.

31 Providing and filling in foundation with ordinary Cement

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

32 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

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

hard side shoulder of work as per specification including 12.00 Cum 806.99

rolling & watering complete.

34 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 by E.I.C.

35 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; 2.00 No. 3856.90

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..............................

36 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 2.00 No. 3379.54

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

37 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 70.00 Sqm 367.72

marking should provide liminance coefficient on cement road

shall be min 130 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.

38 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

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 13 174.00 No. 217.40

Sqcm on 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.

39 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,

mm long complete as per clause 811)

40 Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 246.00 Cum 157.08

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

41 Provading & casting in situ ordinary cement concrete M

mix and providing necessary pinheaders including , shuttering

scaffolding laying vibrating and finishing without V-Grooves. 289.40 Cum 3921.83

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

42 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: Four Crore Sixty Six Lakh Twenty Four Thousand Ninty Four and Sixteen 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 his own cost before execution as directed

and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

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

Vijaynagar Himmatnagar