ROAD WORK

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 1.64 Hect. 28393.04

vegetation grass bushes, shrubs, sapling and trees of girth up to

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable materials as

per Clause-201 (area of light density) by mechanical means in

area of light jungle.

2 Box cutting the road surface to proper slope and camber for 577.50 Cum 104.20

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed within all

lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 775.00 Cum 127.74

conveying and spreading the stuff, embankment as and where

directed within 200 meters from the end of cutting with all required

lead and lift.

4 Scarifying and removing bitumen macadam surface including 2850.00 Sq.m. 39.62

completely removing out the entire existing bituminous surface,

stacking useful materials on road side and disposing off remaining

stuff complete as per instruction of in charge Engineer.

5 Providing, laying and spreading Granular sub base (Grade-I) by 278.00 Cum 922.13

providing close graded MCBT material in single layer with motor

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

rotavator at OMC and compacted with vibratory roller 80 to

KN static weight to achieve desired density etc. completed.

6 Providing & laying compacted layer of WBM of Grading-I MCBT 2138.00 Cum 1244.32

metal of size 63mm to 45mm in required layers including using

16% stone screening, 13.2mm size and 8% stone dust as filler

including spreading, watering and consolidation by vibratory roller

as per MORTH specification etc. complete as directed by

engineer in charge.

7 Providing & laying compacted WBM Grading-II using MCBT metal 2405.00 Cum 1304.92

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm size and 8% stone dust as filler

including spreading, watering and consolidation by vibratory roller

as per MORTH specification etc complete as directed by engineer

in charge.

8 Earthwork for embankment including breaking clods, dressing 3033.00 Cum 183.70

with all lead and lift including rolling with power roller, watering

and consolidation from borrow pits within land width.

9 Providing and laying quarry spaull of approved quality including 492.00 Cum 752.45

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick compacted 1069.00 M.T. 2104.84

with B.T. aggregates as per MORTH specification and using

asphalt VG-30 at the rate of 1.99% (i.e. 19.90 kg./M.T.) of total

weight of mix for mixing using B.T. chips of required gradation

including cleaning and heating asphalt premix materials by drum

mix process in proper gradation and laying with paver finisher and

consolidation with vibratory roller as per MORTH specification to

achieve desire density, including cost of all labour, materials,

asphalt aggregates, labour charges, royalty charges etc. complete

using as directed including flushing key aggregate @ 0.13 cum/10

11 Providing, laying and rolling 25 mm thick open graded premixed 759.00 M.T. 2544.19

bituminous carpet with B.T. aggregate as specified and using

bitumen (VG-30) for mixing with aggregate 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 vibratory roller as per MORTH specification

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

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

completed in accordance with the requirement of specification.

12 Providing and laying seal coat with B.T. aggregate as specified 391.00 M.T. 2997.68

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen

grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix including heating and mixing in drum

mix pant, spreading the same with paver finisher and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tools etc. complete in accordance with

the requirement of specification.

13 Providing and laying evenly tack coat using rapid setting emulsion 14438.00 Sq.m. 19.80

(RS-1) materials at the rate of 4.00 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

14 Providing and laying evenly tack coat using rapid setting emulsion 14438.00 Sq.m. 12.52

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

15 Providing and fixing ordinary kilometer stone of approved hard 4.00 No. 704.33

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints etc. complete. (For ODR, V.R.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 16.00 No. 356.50

including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10

17 Providing and fixing Guard stone as per I.R.C. type design 30.00 No. 349.11

including white washing etc. complete (i) Fixing in C.C. 1:5:10

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Providing and fixing Junction board made out of 2mm aluminium 4.00 No. 14831.71

sheet size 244 x 122cms. rectangle 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 reflective sheeting as per latest

M.O.S.T. specifications, Letters and numerals should be as per

IRC-30-1968, 3.1m long stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm as required, 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 in charge. 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. (VR)

19 Citizen's Information Board : Providing and fixing of typical 1.00 No. 23218.89

information board as per instruction. Two M.S. plate of 1.6mm

thick of 900mm x 750mm size fixed at top and bottom duly welded

with M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate

shall be welded by two vertical M.S. flat and four horizontal M.S.

flats 5mm thick to 75mm x 75mm of 12 SWG square tube posts

duly embedded in cement concrete M-15 grade C.C. blocks of

600 mm x 600mm x 750mm below ground level. Painting new

letters and figures of any shade with ready mixed synthetic

enamel paint of superior quality in required shade and coloured,

all sections of frame joints and steel tube will be painted with

primer and two coats of epoxy paint as per drawing clause 1701 &

Annexure 1700.1 (10.16).

20 Road marking with hot applied thermoplast compound with 820.00 Sq.m. 367.72

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to

be level uniform free from streaks and holes.

21 Supply & fixing Vanbandhu logo board of 600 x 600mm 16 gauge 1.00 No. 4016.77

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

2.40 meter deep length single angle 75 x 75 x 6 mm size including

fitting and painting, lettering with luminous colour as per drawing

etc. complete.

22 Excavation for foundation up to 1.50 mt. depth including sorting 418.00 Cum 189.30

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for all sorts of soil.

23 Excavation for foundation in sand, gravel, clay soft soils and 149.00 Cum 486.77

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (A) Depth upto

3.0 M. and lead upto 100m for 10 MT.

24 Providing and laying in foundation with ordinary cement concrete 290.00 Cum 3105.13

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

25 Providing and casting in situ ordinary cement concrete M-150 mix 118.00 Cum 3678.42

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-groove (A) height 0.0 to 5.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Supplying and fixing reinforced concrete heavy duty non-pressure 50.00 Rmt. 6596.20

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.

class NP-4 of 1200mm internal diameter.

27 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D reinforcement 5404.00 Kg. 76.21

for R.C.C. work including binding, bending and placing in position

complete upto floor two level.

28 White washing with lime on wall surface (two coats) to give an 148.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

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

29 Providing and casting in situ ordinary cement concrete M-250 mix 330.00 Cum 4344.01

with Trimix C.C. Road laid as directed including vibrating, curing

and filling in joints with bitumen complete.

30 Providing and casting in situ ordinary cement concrete M-150 for 46.00 Cum 3478.09

R.C.C. raft and cut-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete.

31 Providing and laying in foundation with ordinary cement concrete 481.00 Cum 4048.15

M-200 & providing necessary vertical pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-Grooves for height 0.0 to 5.0 mt.

32 Providing and casting in situ controlled cement concrete M-250 for 17.00 Cum 5025.07

R.C.C. works in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

33 Providing and casting in situ controlled cement concrete M-250 for 54.00 Cum 5106.66

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

34 Providing and casting in situ controlled cement concrete M-250 for 7.00 Cum 5056.43

average 75mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

35 Providing and laying in position I.S.I. mark Fe-500D bar including 1.169 M.T. 73217.53

cutting, bending, hooking and tying complete as per detailed

36 Providing and placing in position I.S.I. mark Fe-500D bar 6.840 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

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

37 Providing P.V.C. 100mm diameter water spout including 4.00 No. 159.37

necessary grating as per drawing 0.50 per length.

38 Providing and laying weep hole in abutment and returns by using 96.00 No. 82.57

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

39 Providing and laying filter media 600 mm thick as directed at back 155.00 Sq.m. 1180.34

of abutment, returns and wing walls as per detailed specifications.

40 Filling available excavated earth (excluding rock) in trenches, 385.00 Cum 130.40

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

41 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 339.88

in pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding complete.

42 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 396.28

in pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding complete.

43 Demolition of brick work and stone masonry including stacking 9.90 Cum 1030.81

serviceable material and disposal of unserviceable material with

all lead and lift. (1) R.C.C. work.

44 Demolition of brick work and stone masonry including stacking 22.50 Cum 60.60

serviceable material and disposal of unserviceable material with

all lead and lift. (2) Cement mortar.

45 Supplying and fixing reinforced concrete heavy duty non-pressure 8.00 Rmt. 4685.19

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.

class NP-4 of 900mm internal diameter.

TOTAL Rs.

i.e. Rs. Two Crore Five lacs Seventy Three thousand Seven hundred Thirty Five only.

I/We am/are willing to carry out the work @ ______________ % 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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. Credit for dismantalled & reuse materials of amount of Rs. 1,25,562.98 must be recovered from 1st

R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Valiya Bharuch Bharuch