Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 1.80 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 Earthwork in cutting in all sorts of soil and soft murrum including 1063.00 Cum 127.75

conveying and spreading the stuff, embankment as and where

directed within 200 meters from the end of cutting with all

required lead and lift.

3 Scarifying and removing bitumen macadam surface including 4837.50 Sq.m. 39.63

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.

4 Providing, laying and spreading Granular sub base (Grade-I) by 185.00 Cum 937.28

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.

5 Providing and laying compacted WBM of Grading-I MCBT metal 1210.00 Cum 1263.51

of size 63 mm to 45 mm in required layers including using 16%

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

including spreading watering & consolidation by vibratory roller

etc. as per MoRTH specification compelete as directed by

Engineer in charge.

6 Providing & laying compacted WBM Grading-II using MCBT 1311.875 Cum 1323.10

metal 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.

7 Earthwork for embankment including breaking clods, dressing 3344.25 Cum 183.03

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

and consolidation from borrow pits within land width.

8 Providing and laying compacted of specified quarry spaull in side 540.00 Cum 766.59

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

9 Providing and laying bituminous grout 37.5mm thick with asphalt 1210.00 M.T. 2455.31

of grade VG-30 at the rate of 1.99% by weight of mix for mixing

@ 4.00 kg/10 sq.mt. for tack coat 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

tonnes including cost of all materials, asphalt aggregates, labour

charges, royalty charges etc. completed as directed including

flushing key aggregate @ 0.13 cum/10 sq.m.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing laying and rolling 25 mm thick open graded premixed 853.00 M.T. 3079.49

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

bitumen for mixing with aggregate at the rate of 3.36 % i.e.

kg/MT. of total mix including heating and mixing in drum mix plant

and spreadig 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, tool etc. completed in accordance with the

requirement of specification.

11 Providing and laying seal coat with B.T. agreegate as specified 439.00 M.T. 3246.14

using aggregate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen

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

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 including necessary firewood,

oil, lubricants, labour charges using contractor's own drum mix

plant machineries and equipment, tools (including flushing and

screened stone dust) etc. complete in accordance with the

requirement of specification.

12 Providing and fixing ordinary kilometer stone of precast C.C. 5.00 No. 704.34

1:2:4 including necessary reinforcement as per IRC type design

in C.C 1:4:8 including painting, lettering etc. complete. (For ODR,

13 Providing and fixing Hectometer stone as per I.R.C. type design 20.00 No. 356.50

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

14 Providing and fixing Guard stone as per I.R.C. type design 200.00 No. 349.11

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

15 Hazard Marker Sign :- Providing and fixing sign board made out 18.00 No. 2423.74

of 2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting &

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.R.T.H. specification, 3.1m long (2

nos.) stand post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm & 50 x 50 x 5mm 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

instruction of Engineer in charge. The fixing at site shall be in

1:2:4 C.C. 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).

16 Village name / Bump Ahead sign : Providing and fixing sign 6.00 No. 5045.37

boards made out of 2 mm alluminium sheet size 90 x 60 cms

rectangle as per the design of IRC-67-1977 pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint

reflectonsed with retro reflective sheeting as per latest

M.O.R.T.H. specifications. Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 Nos) stand post and frame fabricated

from suitable size iron angle of 50 x 50 x 5 mm painted with best

quality epoxy coating 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 C.C. block of 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 (VR).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 14831.71

made out of 2mm aluminium 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 (2 Nos.)

stand post and frame fabricated from suitable size iron angle of

50 x 50 x 5mm, 75 x 75 x 6mm 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)

18 Citizen's Information Board : Providing and fixing of typical 1.00 No. 23062.34

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

& Annexure 1700.1 (10.16).

19 Road marking with hot applied thermoplast compound with 900.00 Sq.m. 367.73

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.

20 Cautionary Warning Sign :- Providing and fixing sign board made 18.00 No. 3808.66

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

reflectorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

75 x 6 mm; painted with best quality epoxy coating in black and

white bends. The details of symbol 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 60 cms for each leg, including

excavation curing etc. complete under the supervision of

Engineer-in-charge. (A) Engineer grade (VR).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 No. 3856.90

out of 2mm aluminium sheet size 80 x 60 cms as per design of

IRC 67-1977. Pre treated with phospheting process and acid

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

best quality epoxy paint, reflectorized with retro reflective sheeting

as per the latest M.O.R.T.H. specification, 3.1 mt. long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x

mm, 75 x 75 x 6 mm; painted with best quality epoxy coating in

black and white bends. The details of symbol 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 60 cms for each leg,

including excavation curing etc. complete under the supervision

of Engineer-in-charge. (A) Engineer grade (VR).

22 Excavation for foundation up to 1.50 mt. depth including sorting 918.00 Cum 143.52

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 hard murrum and boulders and very 433.00 Cum 582.22

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

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

24 Providing and laying in foundation with ordinary cement concrete 363.00 Cum 3105.12

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 964.00 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.

26 Supplying and fixing reinforced concrete heavy duty non-pressure 75.00 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-550D 7000.00 Kg. 76.22

reinforcement 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 284.00 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 220.00 Cum 4318.76

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

and filling in joints with bitumen complete.

30 Filling available excavated earth (excluding rock) in trenches, 291.00 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.

31 Providing and laying weep hole in abutment and returns by using 494.00 No. 82.57

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

the completed as per detailed specification.

32 Providing and casting in situ ordinary cement concrete M-150 for 41.00 Cum 3478.09

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

laying, vibrating, ramming and curing complete.

33 Providing and casting in situ controlled cement concrete M-250 45.00 Cum 4374.57

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

laying, vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing and casting in situ controlled cement concrete M-250 162.00 Cum 4374.57

mix & providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing etc. complete

without V-Grooves for height 0.0 to 5.0 mt.

35 PCC M-15 grade levelling course below approach slab complete 6.00 Cum 3478.09

as per drawing and technical specification.

36 Reinforced cement concrete M-30 for approach slab including 21.00 Cum 5105.48

reinforcement and form work as per drawing and technical

specification.

37 Providing and casting in situ controlled cement concrete M-250 43.00 Cum 4374.57

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

finishing complete.

38 Providing and casting in situ controlled cement concrete M-400 13.00 Cum 5264.15

for average 100mm thick wearing coat laid as directed including

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

bitumen complete.

39 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) 25.00 M.T. 73217.53

including cutting, bending, hooking and tying complete as per

detailed drawing for the following.

40 Providing and laying filter media 600 mm thick as directed at 202.00 Sq.m. 1180.34

back of abutment, returns and wing walls as per detailed

specifications.

41 Providing pre-moulded asphalt filler joint as per drawings. (A) 12.00 Sq.m. 702.13

12mm thick.

42 Provision of an Reinforced cement concrete crash barrier at the 33.00 Rmt. 9542.14

edges of the bridge, approaches to bridge structures, constructed

with M-400 grade concrete with Fe-550D reinforcement

conforming to IS 1786 with asphalt filler joint at every 10 meter

and painting on concrete surface 15cm yellow and black alternate

as per detailed drawing and Engineer in charge.

43 Flexible apron : Construction of flexible apron 1 m thick 64.00 Cum 1134.23

comprising of loose stone boulders.

44 Providing and laying flooring complete as per drawing and 11.00 Cum 3478.09

Technical specification laid over cement concrete bedding. (Rigid

45 Toe protection (A toe wall for toe protection can either be in dry 23.00 Cum 3478.09

rubble masonary in case of dry rubble pitching or pitching with

stones in wire crates or it can be in PCC M-15 nominal mix if

cement concrete block have been used for pitching. Rates for toe

wall can be adopted from respective clauses depending upon

approved design. The rate for excavation for foundation, dry

rubble masonary and PCC M-20 have been analysed and given

in respective chapters).

46 Back filling behind abutment, wing wall and return wall complete 677.00 Cum 859.82

as per drawing and Technical specification.

47 Demolition of brick work and stone masonry including stacking 10.700 Cum 1030.81

serviceable material and disposal of unserviceable material with

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

48 Removal of NP2 - 900mm dia. pipe including stacking 7.50 Rmt. 60.60

serviceable material on site of work as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

49 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 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.

50 Providing and laying evenly tack coat using rapid setting emulsion 113.00 Sq.m. 21.21

(RS-1) material at the rate of 2.50 kg/10 sqm on road surface

using emulsion pressure sprayer including the cost of all labour

materials, heating, machinery & equipment.

51 Providing and laying evenly priming coat using low viscocity liquid 113.00 Sq.m. 13.44

bituminious emulsion SS1 of IS-8887 material at the rate of

kg/10 sqm on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour and materials & equipment

etc. complete.

TOTAL Rs.

i.e. Rs. Two Crore Fourty Two lacs Eighty thousand Eight hundred Ninety Five and Fifty One paisa 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. 1,21,235.60 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