Construction of base for bleachers, platforms and toe wall, drain and other misc.work for Rashtriya EktaDiwas 2026 at Arogyavan at Ekta nagar Dist. Narmada

Name of Work : Construction of base for bleachers, platforms and toe wall, drain and other

misc. work for Rashtriya Ekta Diwas 2026 at Arogyavan at Ekta nagar Dist. Narmada

BILL OF QUANTITIES

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

Quantity Unit Rate Amount

No. specifications)

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

conveying and spreading the stuff, embankment as and where directed

with all required lead and lift. +Add extra over item for conveying and 30589.00 Cumt 233.44

utilising the stuff in bank from end of cutting with all required lead and

2 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

3 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 31433.00 Cumt 415.00

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

10T.(E) From Borrow area within 30.0KM. lead

4 Excavation for foundation upto1.5m depth including sorting out and

stacking of useful materials and disposing of the excavated stuff upto 1143.00 Cumt 125.86

all lead (A) Loose or soft soil

5 Providing and filling in foundation with ordinary cement concrete 1:3:6

(1-Cement, 3- sand,6-Aggregate) and providing necessary vertical

pinheaders including form work ,vibrating , ramming and curing

complete . (Up To than 10 ton)

6 Providing & casting in situ ordinary cement concrete M-150 mix and

providing necessary pin headers including shuttering, scaffolding,

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

Height from 0.0m to 5.0m

7 Providing and laying compacted Cum W.B.M. 75mm thick (Grade -II) of

Machine crushed BT metal of size of 40-63 mm with 16% stone

screening 13.20 mm size binding materials at 0.08Cum/10Sqm

including spreading, watering and consolidation by vibratory roller etc.

Providing and casting in situ ordinary cement concrete M - 250 for CC

road laid as directed including tamping, vibrating,curing and finishing , 172.00 Cumt 4256.68

curing and fillingjoints with bitumen complete. ( Up to10 Ton).

9 Providing and casting in situ ordinary cement concrete M - 250 for

wearing coat laid asdirected including tamping, vibrating,curing and 2.99 Cumt 4259.53

finishing , curing and fillingjoints with bitumen complete. ( Up to10

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

including cutting, bending, hooking and tying complete as per detailed 3.00 MT 73858.69

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

11 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

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

12 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

ClassNP4 of following internal diameter. (iv) 300 mm dia.

13 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

ClassNP4 of following internal diameter. (iv) 600 mm dia.

14 Clearing and grubbing road land including uprooting rank vegetation

grass bushes , shrubs , saplings and trees girth upto 300mm removal of

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

By mechanical means in area of light jungle

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

base for road work including removing the excavated stuff and 33225.00 Cum 112.02

depositing on the road side slope as directed with all lead.

16 Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete 500.00 Cum 489.28

17 Construction of GRANULAR SUB BASE ( Grade-I , Crushed B T materials

of 53 mm to 9.5 mm @ 50 %, 9.5 mm to 2.36 mm @ 20 %, Below

mm @ 30 % ) by providing close graded matrial , mixing in a

machanical mix plant at OMC, carriage of a mix material to work site, 7994.00 Cum 1108.98

spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density

complete clause as per

18 Construction of granular sub base (Grade-IV, Crushed B.T. materials of

26.5mm to 9.5mm @ 64%, 9.5mm to 4.75mm @ 11%, below 4.75mm

@ 25%) by providing close graded material, mixing in a machanical mix

plant at OMC, carraige of a mix material to work site, spreading 7994.00 Cum 1185.74

uniform layers with motor grader on prepared surface and compacting

with vibratory power roller to achieve desied density, complete caluse

19 Providing and laying 250mm thick wet mix macadam (W.M.M.) (Two

layers each of 125 mm) using machine crushed black trap aggregate of

40 to 50 mm size in the material as per MOST specification including

premixing the material with water at OMC in mechanically mix plant,

carriage of mix material by contractor's own tipper to site of work

including laying in uniform layers with paver in sub base/ base course

on well prep[ared surface and compacting with vibratory roller to

achieve the desired density.

20 Providing and laying 50 mm thick Bituminous Macadam with B.T.

aggregate as per M.O.R.T. & H. specification and using emulsion RS-1

as per IS 8887: for tack coat @ 2.50 KG. / 10 Sq.m. with mechanical

sprayer and Bulk asphalt VG-30 for mixing @ 34.00 KG. / M.T. i.e.

% of total weight of mix including heating and mixing the aggregate

and asphalt in continuous of drum mix plant and hot laid process 5929.00 MT 4474.30

spreading the same by paver finisher and consolidation with roller as

per M.O.R.T. & H specification to achieve desired density, including

providing all materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery drum mix plant and paver finisher etc. complete.

21 Providing and laying compacted 100mm thick of specified quarry spaull

in side shoulder including carriage of material and spreading on

prepared base including compacting as per MORTH specification etc.

complete as directed. Using excavated material after proper gradation.

22 Providing and laying foundation cement concrete 1:3:6 ( 1 cement :3

coarse sand : 6 aggregate 20mm nominal size ) graded concrete and 477.00 Cum 3925.48

curing complete

23 Providing and and laying ordinary cement concrete M250 and curing

etc. comp. including the cost of form work and reinforcement for R.C.C. 750.00 Cum 4185.96

work for Platform

24 Compaction and finishing of cement concrete road by tremix process,

providing extra labour charge for tremix ( Vaccum dewatering service )

process on cement concrete road surface by using vaccum dewatering

pump floater surface vibrator including making groove 5mm width and

filling with polyvynile polymer and rough finish to surface as per

instruction including leveling etc. complete.

25 Providing ISI mark FE 500D TMT steel reinforcement for R.C.C. work

including bending, binding, and placing. In position comp. Up to floor 22594.00 Kg 77.29

26 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in 173.00 Cum 4279.98

Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional

27 20mm thick sand faced cement plaster on walls upto height 10 metres

above ground level consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement

: 1-sand) etc. complete.

28 Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

29 Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M250

grade concret as per approved design and including excavation for 1620.00 Rmt 374.92

fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

30 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

31 Providing, supplying, fabricating and erecting Road Safety

Grill/Protective Safety Railing along roads, culverts, bridges, medians or

specified locations, made from MS steel sections, pipes, flats and plates

of approved size and design, including cutting, bending, welding,

drilling, grinding and finishing, fixing in position with RCC

foundation/pedestals or anchor bolts as required, applying one coat of

approved metal primer and two coats of synthetic enamel paint (or hot-

dip galvanizing where specified), complete with all materials, labour,

tools and plants, transportation, loading, unloading, alignment, curing

of foundations, excavation and disposal of surplus material, and all

incidental works as per approved drawings, specifications and

directions of the Engineer-in-Charge.

32 Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of columns 585.00 Cum 3883.41

and Mass concrete

33 Providing, supplying, transporting and fixing factory-made precast RCC

Saucer Drain of approved size and shape, cast in M-30 grade concrete

with requisite reinforcement, including U-Type (water seal trap)

arrangement for prevention of foul odour, insects and backflow,

complete with excavation, preparation of foundation, laying on PCC

bedding, alignment, jointing, sealing, curing, testing, backfilling,

disposal of surplus material, and all labour, materials, equipment,

loading, unloading and incidental works complete as per approved

drawings, specifications and directions of the Engineer-in-Charge.

34 Providing panel wall for dry stone pitching in uncourased rubble

masonary with had stone of approved quality in cement. mortar 1.5 405.00 Cum 2687.94

including curing etc, complete.

35 Excavation for foundation in hard murrum and boulders and very stiff

or sticky, clays and other similar strata including shoring and strutting

and dewatering as necessary and disposing of the excavated stuff as

36 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

5.0m for head wall of causeway

37 Providing & fixing CE & BIS Marked Metal Gabions (Size 4x1x1m) for

gabion wall. The gabion box indigenously manufactured as per

required section including boxes made of mechanically woven

hexagonal shaped wire mesh of type, (10x12)cm, edges mechanically

selvedged made of heavily (90%Zinc+10%Al+PVC) coated G.I. wires as

per BS:443, mesh wire 2.70/3.70 mm Ø (ID/OD), edge wire 3.40/4.40

mm Ø (ID/OD) and filled with 20 to 50 Kg weight trap stones including 175.00 No. 11453.40

conveying with all leads and lifts and placing at required places in

required line, level, slope, section as directed, including tools ,plants

,labour,material ,royalty charges etc. in all respect with safety

precautions etc. and tied by 3% lacing wire 2.20/3.20 mm Ø (ID/OD) as

directed by Engineer-in-charge. complete (Specification: IS

MoRTH 2500). (Excluding Rubble)

38 Providing & fixing CE & BIS Marked Metal Gabions (Size 4x1.5x1m) for

gabion wall. The gabion box indigenously manufactured as per

required section including boxes made of mechanically woven

hexagonal shaped wire mesh of type, (10x12)cm, edges mechanically

selvedged made of heavily (90%Zinc+10%Al+PVC) coated G.I. wires as

per BS:443, mesh wire 2.70/3.70 mm Ø (ID/OD), edge wire 3.40/4.40

mm Ø (ID/OD) and filled with 20 to 50 Kg weight trap stones including 50.00 No. 18375.94

conveying with all leads and lifts and placing at required places in

required line, level, slope, section as directed, including tools ,plants

,labour,material ,royalty charges etc. in all respect with safety

precautions etc. and tied by 3% lacing wire 2.20/3.20 mm Ø (ID/OD) as

directed by Engineer-in-charge. complete (Specification: IS

MoRTH 2500). (Excluding Rubble)

39 Providing and laying CE Marked Needle Punched and Mechanically

Bonded Non-Woven Geotextile of MORTH Type II behind gabion wall

and mattress, indigenously manufactured from high quality

polypropylene staple fibres (continuous filament will not be accepted) 440.00 Sqm 2058.38

on the prepared subgrade for separation, drainage & filtration

application with necessary overlaps as per drawing etc. complete.

(Specification: IRC:SP:59-2002& MORTH Section700 )

40 Providing and filling rubbles in mesh type gabion including hand

packing and filling interstices with quarry spalls at toe of road

embankment as directed with all lead, lift, manpoer, machinary etc.

41 Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

42 Demolition of Brick work and stone masonry including stacking of

serviceable material and disposal of unserviceable materials with all 499.00 Cu.M 576.30

lead and lift. (ii) In cement mortar.

43 Dismentling doors, windows, ventilators etc. (wood or steel) shutters

including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift.(i) Not exceeding

44 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with

fittings and clamps including stacking the materials with all lead and lift 50.00 Rmt 78.50

( for any dia, of pipe)

45 Dismantling santtary fittings like wash basin . W.C. pan Indian and

European type, flushing tank etc. including stacking the materials with 6.00 Each 424.10

all lead and lift.

In Words: Twelve Crore Thirteen Lakh Sixteen Thousand Six Hundred Twenty-Four and Paise Fifty-Five 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 his own cost before

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

Dy. Executive Engineer Executive Engineer

Const. (R&B) sub Division Rajpipla (R&B) Division

Rajpipla Rajpipla